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Home My Public Portal AboutORD13220 t ,Eit:.��t`��#T�f�.r-L?i �; xn} t4,x...j. .�.� .i .'y.' .,:.' .>;;' .•:, r �S a.vY.j` 'r ! r >•�.ty� ti3' � µnt^{r,, p}��'%4':F� `.�:)%i� C4,��•'°lq�,d?^� �L;r�tk1 .j ,.t,.� �3! f .t�j j. :�t,i t. ,_ .) :�f i. =f; r F ir,.:?.:`Ytl:��"•:;'�:`�"'S\",.' je'�v'*t''.a�'��Y. , `" �r�"t� yl •r i,�s�l' ,.�!� s�,;.ta t,�,r.� io�i,.,?n. �r 8 .fir:g,1':t�t'f} 'J? „'tt ' ' ' t :n,.;xa �.t: .>?';;kiflaj,,:,),_�.t u;\.r,t1�\p}° .,s� i, �{,; r'�V,,G •{r :n kl:{�• r�'�",�'�54. .i�t4v�,r.r. ., ..�> ,r�,, at t ;. •,, ,S )� �. ''= J.��X� ,t. rt A k a.1 f i...�,�t�t 'h�� s��a � t�et I't! ( i�i: i t i'_' � 't. t i4. a t :U.•'4f �t?I'ti, ',�i�i.., u`! 'r•��!+!; i ; �.rf,W,,��; + ,�;�tp:�t 6 ��i' ( �,�a,�:b� •t;.c;,':'i�,. l t. � °t, ,,r. t' -•,ry � t, '��,r,+.^ '�r:, 'i+�'. �9 �. ,'�' �� :a�. 1• ll S'r 7i�ff r'7..iJ.dw'�q b ry t @<. .r ti}4i •t. l E �;:, )„+t�s.'1}, h�;,„4.yid,) •y7 ki�.t.L' )[ a.fr„+.,., .�,:- f 1. t ` r:�� I :t: ! :t„ nj> .1 7? ` rP ,,�?%�}`Y.7t:gtYi��S'n ha �5� ,* a,� �.• t i'.` ja r $(bf,?{�ts"�7l>} .a„ i {;r1,'P��;� f., sL .., S i r, ..J J;+,, r: •.t.G-.as�,.��..,;:�;•,nt� �"t?Ta'�'�t4",F'1%td yy a.. .d.�* �,' ,lti,.�,..,a .,� ,..f,i,Y:< ;t 5 tJ. t ., ..t r; 1., t �" ;zx.,: 'a.,;rJ,,v.i.,: },t• �`�.t.i° S r'��t ! �r�,. l,. ,kr11;j iirr°t1'„�, 5.t r! t ;:'i t t?� .r. A ? {.r,<�.i�' 1 ,rt�j{,?,}ry. r,,c.F,'<.,St•� {'S4'��'i;xj?,- n!� X`�h. •jli*4 .�'�c 7�\u�F j yF i ! Y r. y5,1'. Y..I 1 P, G• 'S1) •� k�r'�)t7� ft '7�• aJ i4'a �.�,: �,'iy;��G��i•�Fy tw'e'�4'a(k t r,�,,�rJ, ,.:tt.: .'.r,Sj� tt, I r �', �+ t,. �' ,tt rSr, J��i:qri ii`,''�:t�`jd't' ��I�i. ^� r. . is� '.t+�ry�i'+iS+9:t�+�3JHt,' 3�±1 'k^S�k� �'!*l s�'��"�"ek4w` �'A�:1;rr'�s:'�J'?�:'r�f'.+NA`�"fi',�� .``> G7it�fJ'�AM�'�•'f:r:'r"k9f>FC'',.�fi9'�{'•?',,�i�it'i`''f�FAkt,"C� ,. � , '} �`- ;t€ BILL NO. 2001-43 �` SPONSORED BY COUNCILMAN Blaney t .._ ORDINANCE NO._ t. '< AN ORDINANCE OF THE CITY OF JEFFERSON, 1 MISSOUR! AUTHORIZING THE '3t ','"t y��Y:F R„4 N'f¢ MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH DON SCHNIEDERS N��,'• I�,'}+ �-,, :.� EXCAVATING COMPANY, INC. FOR TAXIWAY CONSTRUCTION ATTHE JEFFERSON CITY MEMORIAL AIRPORT. �i'Y?uC•�( ''i+I�x/r WHEREAS, Don Schnieders Excavating Company, Inc. has become the apparent lowest ,*= `. and best bidder on the Taxiway Construction at Jefferson City Memorialrv' : ,4;±''` Airport project ` NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF •4. JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The bid of Don Schnieders Excavating Company, Inc. is declared to be the lowest and best bid and is hereby accepted. t �� ,€,,.t,,• Section 2.The Mayor and City Clerk are hereby authorized to execute an agreement },{, •tip., �','•;r t,.'4. na1,11. with Don Schnieders Excavating Company, Inc. for Taxiway Construetion at Airport. �� ._' �''�• Section 3. The agreement shall be substantially the same in form and content as that agreement attached hereto as Exhibit A. tO ! J'A� is .r•{` K'>'(A,�k,�::',' +: ,t Section 4. This Ordinance shall be in full force and effect from and after the dates;+�0. of its passage and approval. ; �tr�tzFa1. Passed: Approved: 62/ '17s W residing Officer Mayor ATTEST: APPROVED AS TO FORM: ,j i, Ci y Clerk City Co or rL7•�� s' b tTr' ,r; `�'.< t, K'+i ,'t:' 'r"';7"+"Ca"' •,,,r 77- (h •A�]r,i Gr.J”i,{�''r..Y�'t)ti,,�t,Er t r,:•e'�Ji t�l?r”,�.ter tf,s��•E"��}.�a°':^r a;:rr�,u;;�f y:�a�';f.,:�,.,�+j..-,�y.,;r;r,..`!.a't=7.�7:,�\,s��$t':r„iti,:✓•4sySL'��?i�t�t`;l s',�ir d-1Ki..'k E r,,S�,..t�j,1Y,•ta.,.,.;S;:?J�•j kr,y.51rE.t,}x}s4;J.j}J.',�'�}.�C y'",,,¢'*,,,,i;t nt(tF�'�7!tF t.?'5 4 r,i''i;Y..C a"rr(s�.ii7t,^�r•.�:r,;i r.;;r'�,y.`:ti>.;>i:u t^t i�7.t� ,,-.;y\s TkI' 'g r g'i�a�.,t,F�r�:�.'{v kr a+'.::�r afS.T n✓x'i f+7,t:.»,.,'7 1fa;t':t�:f".�}7w�S�$"l 5;ti"`�t �k .l. .,S.,.„)'14 a;Y�1 rf7J 7'nhS 1 5'•�:>r f',tS,y�,.�F 7i"l�,'r�l.'"3.,r'.t? �r°4�'�.'�aC rx7 s`t�r �„a..�rz 6^y�1i�•rJ i•h�'�,�.7.,:',�."x r Y j�Yyb•ru°Ebt, ' t !�?�• +•� .r'� Y v Ysy. {d bs "t' " l:? 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(rlt'itt S+p�.4 i .y St , i" rj 7 t .a y 4�•;t �" V•a .y rd�}+: 7?S'"�, Xk ' >t:,Y. :i'ir � •�, .,', rl. t'�'� :a,.�in.rra,.s�«�:uGn'v,�tt, Tal a {) `� �,,s,�,�i.«•t.a+t xt:•++«`.w:iw:t,rr+w+rX«»%:t.i+„+a;�•.•s+•swiw„J4rX+r.Ana•wJri,r:ro+rrMr�taa'..sr?,....rti»,<rvnw.,+..+•+�::«r.�:�:t�lwii!»Y« ,,5 y ,g; ,. 7 .•,. .}+ drys' l:..ti FINANCE DEPARTMENT PURCHASING DI'VISI®N ON! 15f •"1X1 Nw 'v. SUBJECT: z v�". • Bid 1960 - Extension of Taxiway C, Project AIR016 ..t' Public Works - Airport, Opened on June 5, 2001 1, xs• lk 7 t BIDS RECEIVED: Don Schnieders Excavating, Jefferson City, MO $ 194,027.90 t� *JC Industries, Inc., Jefferson City, MO $ 208 753.10 I& I Works, Inc., Columbia, MO $ 470,412.00 • �a.”r*e 4' *Outside the city limits of Jefferson City, Missouri, FISCAL NOTE: s} 6100-6100-7000-0008 - Airport Road Relocations ,<`�rr: ,. '± -2001 Budget $190,820.00 ` ' ' 2000 g Expended 18,564.00 fs Encumbered $ 9,212.00 Bid 1960 $194.027.90 Balance (- $ 30,983.90) r``ta e covered b the proposed grant amendment of $SO,000.00, The negative balance will b y P PAST PERFORMANCE: ��' .�.Y,t .fNc,�y4•t'�{ri i k�P41,�i s,� This vendor has completed other projects for the City satisfactorily in the past. Staff tf.ir believes the firm will complete the project as specified and bid, RECOMMEND ATION: t �,I }�x-rtg� ,�fit, r.• ,,,�{r 4' It is recommended that the bid be awarded to Don Schnieders Excavating Co., Inc. of Jefferson City, Missouri in the amount of$194,027.90. Signature $ ire or, Public W k ' ' PuiViasini Agent ' :}r � &.} d' y §rr�r+.:2,`a?!'..C y'.}LIg•�4L�".""��.� '(3,t"•t I�,,.r�. r L�z,,��t r��t i G,��jarc_�.r�i'Tn�l?'t <.t`�,tf h rr.Y}1;��.~r;�Y r ,,a*�l S rfX•�,�.'�M+ �Sr �.i 3`z,�'bf''tsl°.�^y•"f i m ti Vi t,?' 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'S •,l� � a {t h ,ri 1. .1��,',k,st ).7.Y��'„ ; ,ry)f <:, 1 ,i ,ti.;s t:. � St"';,it�a F,r, m, '`b•..y.sr.';;4{rt s XfiS'Q}' ,�' � �'. t '�!1 i�. .N, ��•' 'n�:y-�!y k;�•„14�,4�. 4}k[ 1' 3','•.fi. I�,.{ 1. 5 = Y' ., r 4,5�� :, 1�= Att }y'• 1 .t.. t.�.r} 71 ,V! �4 fUJ }rT� �_�({y/ 4y /f�{� � Ti;, � �. . .'. 'y{.µ,1.4L.{r�Y.i'f+w.uiiiF�.�r1`MNunrN�Y�w•�{M'1'r�.�.+N+AfaN•i'w:l4ifw{S.Zrial:.'' .ti}3�'J.r ^KS:i}V'h�r.S"�%` 'iii'iS:u;'.�i;.:s'.i>`'J..�a..ilw7l+'w YLi:i.��{.'.J.iwiN+m:'Jsf,Iltlf+.vblMnrY:trv+MMKH r 1 < t r ;; r ® F F I .t' e ir 4, } S R 'xli 'tom { To: Purchasing; +; Marty Brose, Director of Public W From 3�� : •+' r I ` Subject: Taxiway Extension - Project #61014' ` 1 Date: Tune 13, 2001 Bids for the above referenced project were received. Three (3) bids were �>; received and a tabulation of the bids is attached. :; : he Department of Public Works recommends the n Please be advised that fi p °r 4 pf the bid for this project in the amount of $194,027.90 as submitted by acceptance o M 'Don Schnieders Excavating Co.,Inc.of Jefferson City,Missouri and that the contract .t. for the work included in the proposal be awarded to the aforementioned bidder. 3' fa.',5�� Ap��Y 1�ttl 7s 5 4t Funds have been budgeted in the Airport Fund,#6100-6100-7610-0008. With Ij . ; the proposed grant amendment increase of $50,000, there will be sufficient funds >�j +, for the project. � Attachment i� J 1. 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I't h{7" .`7 r •°iy'�1 t t;1 10111 1111 BUCH a WILLIS & R�ITLIFF CORPORATI N � p ' ENGINEERS NERS R PLAN CHI '' x' r' A R _ T E C T S tIhxa.5 b x,. June 6, 2()01 ,. t6t,'f htit {t} t 4• t o t i, Mr. Martin A. B ' rose, P.E.PE JW! 7 Director t,. �� Department of Public Works Dl 320 Nr East McCarty Street OF PU6lIC Jefferson City, MO 65101 -.� r tJi>;?}ytl IrG tJ;rMi•;r''.,II Jefferson City Memorial Airport ?, Y ttr' p Taxiway Extension B WR Job No. 99-0 �a : Dear Mr. Brose: yigt{i Ali n: We have completed tabulating and analyzing ' *� ter ltd the bids for the above referenced project. Enclosed t�'�'�''w•`a�",r3s.`s3, for your use is a copy of the completed Bid Tabulation form.The bid of I&I Works,Inc. had a 7,+; ci?•�. fir:..:. slight math error,however this did not change the order of the bids. ' Based upon of our analysis of the bids,we recommend the award of a contract to the a pP arant "`lx+ low bidder, Don Schnieders Excavating Company,Inc.,in the amount of$194,027.90. You will need to submit your recommendation for award, along with the Bid g Tabulation Farm and Project Budget to Gerald Shipman with MoDOT for his confirmation for award of the �r contract. ,,! If you have any questions, please do not hesitate to call at 1-800-748-8276, 7rsY; k`' '' y Sincerely , I is I BUCHER, WILLIS &RATLIFF CORPORATION pp Joe Moses, P.E. Project Manager c �ft?s f; Airport Engineering ,., enclosures A cc: Ron Craft S' { "t i4��1,• N ! 7920 WARD PARKWAY KANSAS CITY,MISSOURI 641 14-2021 816/36.3-2696 1 FAX:916/.363.002 T.•w„I,Ct,gMTJ.,w,c,l[TTtkt txr `tk NIT .5.�} ��2•nm,� .t [iX--r"eF.i",'.F`pp�, 7..'r.,1n'F,"n-t2;^. nS!^„srr�,+.••r rr^r.....ar..•r<. } ^.,fd�' r• Jam.. s'•. y., f. k 'i�",� S °.,�":%' Ir'f t ,i4{.,.t• ,+v 1.. .q } };?'.' .,.^•• .S .T r,.st SY-�,fyi"�Y%•.fr;�r'r,*,af',•.,: '°.'•".'t".;l'7EC' ''', P"f'w �u [ !{` �'?"i{'y..'+'llr. x'j�rdl (r .,C; >t,'}';,;Sty{v•a t ! 3 .t [;.t r IS.,t7.,P,,. .0 r `� ri�j , `n•.'x' t, '�° � ... +j?'u 'r�i{ .,41-�y< � ti„',t.,.>� , �'v',.•,t;,.y>>aM.�„ti lb•, :1. ��: .,q r+, t n3 ..�..�r.,,• ,.21 � .rty'-x� t�, fi..'.�r. 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'� �Kh�F:1'1�.,•,a t 5A, �`f. �y ff3'�4� P r«.As.fJ.:+.��i:,•br..�,��w«iw:dL.+la+►sia�r�wrv«k.�,iibw4rwwai,.l t:�i�a4h]�ie Srr f '.', .. f r. �� t t�1 El�;tl�It X'MS{t lt'r's!y "; pk k, j��i,t !t p pry '• t�u.;3'�. nai:,�.i,•�,iStwiiis�sitrsiwww..aa�.'.-.0 f,�i r I �{t 1 yl.,rri �.t�'�tkr•j�y['�SJ�"4{?s'� i?ter+{�y",p�yr 'i',' It I of Jefferson - r Thomas P. Rackers Ma Y orj . I)c partm rr nl 'uhlic Works , 320 Fast McC'art Strco Martin A.11rosc,IT;Dir Jener'son City, MO 65101 Mimic:(573)634-6440 Fax:(573)634-645 July 26, 2001 i+4 r Mr. Donald E. Rhea Don Schnieders Excavating Co., Inc. 1 307 Fairgrounds Road Jefferson City MO 65109 `. RE: Project No. 61014 -Taxiway 'C' Extension , •� ''f"' Dear Mr. Rhc,a: t{ ?* tp I•�u•rl•r ��'t�. This letter will serve as the "NO'TICE TO PROCEED" for the above referenced project. The zj effective date of this notice shall be Monday,August 6,2001. The contract time for this project is fifty(50) ',k= r' , • ;�F,$jt� calendar days. Enclosed,foryour records, please find a full executed co : } f Y copy of the contract between Your company and the City of Jefferson, as well as, five(5)construction copies for the above referenced y' �ccd project. � Also,please find enclosed, foryour use and the use of your subcontractors(if any), for the purchase of materials to be utilized on the above referenced project, the following documents: 1. Missouri Project Exemption Certificate 2. A copy of the City's Missouri Tax Exemption Letter ;# In using these documents to purchase materials,please read the appropriate"instruction"as included ?k' . at the bottom of the Missouri Project Exemption Certificate. If there are any questions, please advise. # '; Sincerely ., ,r Ma in . Brose, PE -' Direct r of Public Works r S � x Enclosures j cc: Jack Kramer Jerry Shipman r Phyllis Powell . 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Minority Business Enterprise Statement MBES-1 Minority Business Utilization Commitment * MBUC-1 to MBUC-2 sms . Affidavit of Compliance with Prevailing Wage Law APW-1 '1 aJv.'v'�';•X'A1 + �(L t�' Prevailing Wage Determination Affidavit of Compliance Public Works Contracts Law AOC-1 Excessive Unemployment Exception Certification EUEC-1 . {. �� r�•',..YY �1,'�Snad, y., Construction Contract CC-1 to CC-5 ` Ott Performance Payment, and Guarantee Bon �� :© ��''�. PB-1 to PB-2 ' Y q ; ,v � V 4 1�9 ,, JOSs Raj 4J, ., General Provisions MOSES Jfl GP-1 to GP-4'T t! � w� .a • ' E-274/n :.� . SP-1 to SP-6 Provisions i< �. AV<A 4�, Mobilization �'�'��i �R0E5S�o��```�` MOB-1 `;'� , ' Nttlt t\tt M� t ' Temporary Marking, Lighting and Barricades TEMP-1 : ' {p Item P-101 Surface Preparation P101-1 to P101-4 }i -> ' •y (* INDICATES THIS ITEM INCLUDED IN BID PACKET FOR SUBMISSION OF BID) e , TOC-1t 1. 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W" 1 Item T-905 Topsoiling T905-1 to < T905-3 Jp,n,R >; Item MO-908 Mulching M0908-2 in M0908-1 to „�.,. Permanent Signs PS-1 ADVISORY CIRCULARS: i` tr 150/5340-1 H 1 • •, 2,rrr�(' ;, &1 �� JOSEPH . ... , � �k Standards For Airport Markings t ^ p •� '— f ,t,� '�N ;,t;rte ' 150/5370-2c E-27476 Operational Safety on Airports During Construction '.% �' .. �. �► •� !;;,': r,�Fig ...........••a��.�` �~�'�.', � �; �:� NOTE: ri ai}k�4 r (r BWR MODIFICATIONS TO FAA/MODOT STANDARDS ARE LOCATED PRIOR TO p :r THEIR RESPECTIVE SECTIONS. f;' �x k is TOC-2 . . 1 '4 wiKt.nm\wrc\srea\ootur<txle try-^=^• ry , t tP X'C '!iV;}iy;++i 1 c r'i :1:'-Y•,T;f` ,-.-f?}';C','f..l.. tti7 w't" F'wS.t;�i',7r•y ' {}•- ..�," m4" .' 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J A f�. ;`s r t✓ r.' # '� s 1 '+r ' i.t.3n t'd .NrYY ff.' {;.531'L�'.h�t'4"'S .b:' .. ` } .+.A t:,l ) ,. .! s J}r (jrr .k .. 6+,..c{r.l.ki 't•' .A l fi t ?,;;t 0,!'>li#S'F��}i.t� x{�j��.',` ��S�r xt .h'1 � �,r r , r S' .tn }�,l 7: �, aS,it`�1�.'4�J.r.•*'��'*tltt,is' '17p�'• �'�!'';:xi, .a k':,'r7. .t\� >6 '�, ,f. = . .J,..,, . ;�' .(t.;,}•.}rrrs,��1 � ,F>.7r f J4{4rt.tti„Mrn,rJh+ay.>AJbnakrtic vNVWre+...,,�cwav„„..,.vw,.,+..;•+,'»w,K..,.a.w................_.... .... .....w,.•,,..,., r..v.,rrnr!lxffi..�i't41:;!k`�.r£{k) .f,`�.M�.L NY?4!':M n .,..:...+...... .r .,:. _,.«........ »._,F....! .,.,'.>.:.,uw:.:rc+ 4 NOTICE TO BIDDERS ts51 1 ,1 Sealed bids will be received at the Office of the Purchasing Agent City Hall 320 East McCarty Street, Jefferson City, Missouri 65101, until 1:30 p.m., on June 5, 2001. The bids r I will be opened and read aloud in the Council Chambers at 1 :30 p.m. on that same day. } t 9Y'r f C��F}gClt;4 t,j {t J ' The proposed work for the project entitled "Project No. AIR 016-40132, Jefferson City Memorial Airport will include the furnishing of all material, labor, and equipment to Extend Taxiway C and Expand Missouri Department of Conservation's Parking Lot. ' 71 W X11.: ,•Ay l:}t yy; A pre-bid conference will be held at 2:00 p.m. Thursday, May 24, 2001 in the Conference Room, Jefferson City Memorial Airport Terminal Building, 500 Airport Road, Jefferson City, Missouri 65101. All prospective bidders are urged to attend. 7 All equipment, material, and--( workmanship specifficat ons, and contract documents. Pla t accordance Plans andSpecificat Specifications file le and plans, be '7+ examined at the Jefferson City Department of Public Works, 320 East McCarty Street, YA,?� !t,: { !a t Jefferson City, Missouri; at the Airport Manager's Office, Terminal Building, Jefferson City ` °r�'�i`i k "t Memorial Airport; and at the office of the Consulting Engineers, Bucher Willis & Ratliff tlhc Corporation, 7920 Ward Parkway, Suite 100, Kansas City, Missouri 64114. Plans and �_r�.fr,}.�7 +-'•'h, Specifications are also on file at F.W. Dodge Report 5700 Broadmoor, �"f �`a��` Shawnee Misson #•,'�.��~J,j�� Kansas 66202; F.W. Dodge Report, 777 East Battlefield, Suite 10213, Springfield, Missouri 65807• F.W. Dodge Report, 1750 South Brentwood Blvd St. Louis Missouri 63114 Construction Market Data, 4800 Lamar Avenue, Suite 104, Mission, Kansas 66202; and Minority ontractors Association of Greater Kansas City, 3030 Truman Road, Kansas City, i.f Y `l f Y Missouri 64127. Questions concerning this project should be directed to Bucher, Willis & �i Ratliff Corporation in Kansas City, Missouri at 816-363-2696. "v Copies of the contract documents required for biddin g purposes may be obtained from the f Consulting Engineers, Bucher, Willis & Ratliff Corporation, 7920 Ward Parkway, Suite 100, Kansas City Missouri 64114. A non-refundable deposit of Forty Dollars ($40.00) will be required for each set of plans and specifications. Individual full size sheets of the plans `�- q P P P may be obtained for Two Dollars ($2.00) per sheet. =f A certified check on a solvent bank or a bid bond by a satisfactory surety in an amount `' "` ; Y S' equal to five (5) percent of the total amount of the bid must accompany each proposal, A one-year Performance and Guarantee Bond is required. .' S j y„ The owner reserves the right to reject any or all bids and to waive informalities therein toY;:;, x., determine which is the lowest and best bid and to approve the bond. f ,t ,r •s�e +4'i `rtw ry. r� { s4„•1� s«nR1\ALP\1V1`C\SPCC$\B0ILER WC May 14,2001 rw:v.!yn*n'1'sr!,w rrr?'. .,:. ., .t n}r; r...r.....-. .4. ❑ t. : ,:•f."j Pl 'J+yq".�,f;i, .t>” tt?: .7,G1 t cu� s`Yr�� ';C'. ;t: (,4�ire; �r 1 � i,c,�}',_'tu`,�'7�•�� ,7";}{. � t " !+a :t 0 �A,, �fh•' t;. xf .r .Y 4t' jlt� .Sh'�b".9i'$'i'j•yt' +' rY`v ..(ti :?.};'i',~',�h �;{, c •'tt. �'�'... u � .� ,f4, ,.}t i t i „ + r'. +r .pd„•fi•,'„��}�3��=�7r�� , '�4�;'?;, ,t,�'�j•1� >, ' k', , •t, �'Ny'�:G. i•`+fiL'�'*t'rd;; i� x. .itx, r ;:y, r •, +£ { },. 's. �. E f, t; d,�tr ,��,.. lr,C ��`r�. d -�` .tt{, s• 1 "',,s(5 7 :t.,,,.4, p�t,'r�s trY;r„ sr,r ,r,`,„ ,. #,.r r �. s, ,9. ,x`tl,u":":r<�,,,r, p"<�.'C.'Ad a •r3^ s �� ,(� '(,,t:.J.i f y� \.• 3 r 3 !Y 1 J,,. } �, l.,r'!. :� �li, 1 t ,>i ,�` �,• r ::l n+. a 1\+ i5; r�l'i 't: 7 ;,'.j k i a i ., 7 7..n• hl,� .rr•s 'S` r.,'.�. ,t'„'•,,e.r• rrxl' .(' �,h !'+,• � „�(¢",:a y t•.,., �Y t:,� .,},;'�.�t �„ :'e,'i,� 7�° ,Y;:'J., r .tsl j .4 ! t.>, s't,r; .:J 4). .,yn�. ,,1. V r x ..! J,., t r': 1r�+�! �d' ,,f( y�, ,yW�},, ,n� ;YF,•'c..r•, ,._Y.:',�f .,Sr;c!,,r,`.,,t ,,,t,y. :r,r •,t..,.f X54, ali5• .t tr .?h,7,t: Y •'.-; .{. 1 tiy.s{:J,��.i•:,a¢..,,,vQr.'lt�ti�{,.,Q,'a.... {�� 1� ,. ,4 'x :li� ��3..4x'!r, 3�): '.fc '.v , 1}J'�,eJi t't\ x:,:,:, •;;,. s(l !r .';r,.,�,t,�`. tt, Jt ,.r:.•.,r J:�4::i'SSfCJ a rs s}`{55cY)J ;sl4. i•.�,L'1 .r}�{ .,r3 yfi,tj }, 4}3• .t s"'• ' ..¢. ,:.t.�r,, 3Q.�., �kr15- t ,,,?,�'�., ..1. Sr 7' r' ,f,,r;,;; , .t G; ..t„! ,li .Y:,t, •'yf, 1' K '} t• 't°. l;,r,,,�,.r '� .r tty',::�"isx r. tai �' T is. .t. � ” v U '!,i 3, < t'r .[.. s,. .Js+.. y,}S.'".l.:` :,;�� t1'fF},;�;x",i i•.,o (r •s' tr.••;. yytt a,fi•r:: �j.r4•' .� M �f �I, uYY t.Y:�•{,. ,,n ,i}t. •,,',r :r �v t ,, r;4:,p.�'n_.i"( {rT�;•1., ,>r•:,,,,', .k k.,,ve •t„s,': p„;: + {p�{h,IAN < 5 y� .,ftif ryrSilrfxt;:1.:: �, t ,L. ji 1';tt,.tr}• •t .7 :', ;r rur` ,,�„ ,}i,s,(f tj}, ..,KsY, ].t• us'�', FY• x,re.•`rr. t' A.' i vr•.f Y�� rs t., ,. ,`,, ss i,1 ,�.s Q •fy,�,t 4 t ,3.” r,. •fr t .r,i�! #�. + ''?r+,yui,.°i,f;`J'x(. s�'Ur,:.J•t,i�61.{Lit;;t �. t;i�.! i'i`i'r�jlrv. �S��ti 4''t, s; .'tr ti �QM• "0 �4 .•I:t-`,•a "'' tr t .,.. i}(' 'S,, :r; 1 t.. f .Q 71< {`� ,��3.kJ§t�� ,�.?�t �S4(�et�,,..f S qjl. Y^ j d t .l +i ( Cs. FG. ��nt 71�6V," �.,.,hg f•.:: �k��'{t71j}tt17s3{rtyl i�.i h�t,�l�:ar t � �, � ,. .. t`�+ 1.x. !! ,t.,1(, r� T}i t .k •-x�iq:�iW0.+i�3t 'F�'� 'dt. �f S�' .fr i } .. � 1 .,f .tx:�.. 1�'f rat ''r•"fia�';'ttp xx!4� � 4�j�j�.t. ii4 `7r .`'.}.it if,•. } .j. ... J 'i` i F6 },� s ifdi+ .t x4 4 � Y AliSh.?:+•rplr,«t'16i`S'a!('I.YJS,AYeri .pFJ.+�ux.,,v a jt INFORMATION FOR BIDDERS ` IB-'i SCOPE OF WORK rrt'S!r M' The work to be done under this contract includes the furnishing of all technical personnel, labor, l.,t��•��T''`: ' materials, and equipment required to perform the work included in the project entitled "Project No. .Tr �r AIR 016-40132, Jefferson City Memorial Airport in accordance with the plans and specifications on file with the Department of Public Works. !; The proposed work for this project will include the furnishing of all material, labor, and P P P I g :7 equipment to Extend Taxiway C and Expand the Missouri Department of Conservation's Parking Lot. I13-2 INSPECTION OF PLANS, SPECIFICATIONS, AND SITE OF WORK :.i The bidder is required to examine carefully the site of the proposed work, the bid, plans, },.U,: ,!+.;,�.;,..' specifications, Supplemental specifications, s ecial rovisions, and contract documents before submitting a bid. Failure to do so will not relieve a successful bidder of the obligation to furnish ally' °';' 1 materials and labor necessary to carry out the provisions of the contract. � F�t� f I13-3 INTERPRETATION OF CONTRACT DOCUMENTS : "1 If the bidder has any questions which arise concerning the true meaning or intent of the Plans, Specifications or any part thereof,which affect the cost, quality, quantity, or character of the project, he shall request in writing, at least five (5) days prior to the date fixed for the bid opening, that an ; y,i; interpretation be made and an addendum be issued by the City, which shall then be delivered to allhts ?; rti�H"I bidders to whom Plans and Specifications have been issued. All addenda issued shall become part :,Nh; of the contract documents. Failure to have requested an addendum covering any questions i affecting the interpretation of the Plans and Specifications shall not relieve the Contractor from delivering the completed project in accordance with the intent of the Plans and Specifications to provide a workable project. t . '��1I ti 7 l�lb,.•. f� 1113-4 QUALIFICATIONS OF BIDDERS E #'z,� ;y The City of Jefferson may make such investigations as doomed necessary to determine the ability of the bidder to perform the work and the bidder shall furnish to the City all such information and fi. data for this purpose as the City may request. The City reserves the right to reject any bid if the ,a { :�. evidence submitted by the bidder or investigation of such bidder fails to satisfy the City that such ,Y't ri 4 JJ bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. y w� I13-5 EQUIVALENT MATERIAL Wherever definite reference is made in these Specifications to the use of any particular material or equipment, it is to be understood that any equivalent material or equipment may be used which will I perform adequately the duties imposed by the general design, subject to the approval of the City. �r3 czinN, L. ,,?fit,^. ��;�'_• i,: a,• �exii ` 71 May 14,2001 •• +wt�i�ncriwrc�srecsocaux oot Y y �'S.;;r-r .,. ,. - n r...,...._.,,,,,�,,,.,wn,,,a, tttm,,,,xaa!u,,..^«...,..n •.{*";�� t.•r'::�i:tr."T,-^-:,^z±-^2:,^�t. ^d),°v='f"?TSj�,- +• ;� .2r. �4'S C'.-",: J? 'V, •:. •yYi sS yf�'!x.°�S's�f ..£r;w, v, •J .! �t •t: } s �� , '.; ' '� ;� '� 7 sr 'F 4�4 d Y. 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'0.. ,,, ..f h 1. i•t 1 •s, 1 :i �- :.,' �1 s.,��t i.; r ,,• � .{�l t i'.tr.l��cJY�, �^� :5a(�'t'�3 {t • ,Y4S, ,fuS. .'�,j a••h„ i+^ ',�, {:St"�'} �" ''4r }li �:'�z , .3 ;r ;9t. .ys ,l+ rat .,r f .i rt t a,,� !� q } �{'�'f.r.t..r+ dl .,}..'(s}u.t�!�y�ry.' ..tf ••'^ �`i'..:,4,. f �. 1 4q {:, .�:;eMwrts,, 'i '� 1 `+f,. r. i? t�'a; :,,` i .{� v"t �y..+r� q,. !o .w�ti.., i;.1 j , t. ,} J: ..! .>< ,,, 1:�� ,.;1�j,py''�',41•.::rJ^:,R^/�jl,. �,i, .4,�" S^sJ s: �,,�,j:.,�#``� rf;rt.(/r',a,,{�a,.5'�{H'r ..!,. .r7'4.r#t4, r f,`�. + :�f ,,f� , , S i f,i,.7.ic :•YI.��,y�,: �1;y,1,..i�.�ib,,2i(r.21� t; Y . ) a ( h �.t• Ys a 4, ,r,na ;i'✓ `.+ 1,r'r rt!:s ' t�+, r,t , a t !!a:� , !' ce v +. v- },,g, .ri, q.{ l� `< fJ[r { , ( •� r �t d S, i fr uu 2'[15 �r + ! n- 4�� '� 1 � r§, � '� Y t r S fit. �W7Cx`,�y,�j1�7J'•�,'y x t r .I + rA,4 •,.�? 1'. }ii;{ct'?ar�yjj1 i3�t-klTi ,ri,,{{1.t,,y�lr�pr,Le# nl>•�1�FV5': `},).. -;lr. x /t, ., t ��'$'e"AA'JJj��'y,`'v}}� trr'�ti�"":tb$ ), v'•+�"t '/ttk'`y: tr 3i7l, ,:.xP17ityJ,t}?YY};'fi�fi4%%157t+k•�,'�4�. �. 3 t SY,... S� 1.. �'!.S'. >'1 l � .Yt.!Sl.A �'44 ,Y�,. ,}.,' �T?IS' !.. u-Lt}��'t'•,1�"��t3r,7�x�t�,ijt�r�.t7l,t i r J,.� .> - .,..` 1 �. t. $. ,,..k r a i ' i 1. • {t ' i.�G'�'Y.v}.. T"�.�tti��•;�Y► '' f}3P .e� :�.� Ki f'r:v..�c.�.!•T:<•ih'y�''x:;sSV-��i4,�i�'�.�;'Ey§tr w, Y +t ''l � .r�. , .1•r • 'Y'3,h1}.Y.Yr,M'!.'�srl .�i:,:. ..,0..a1x+^. '.rr��M�.t [ d i� X43{ 1 IB-6 BID SECURITY ,. .J § r Each bid must be accompanied by a certified check or bid bond made payable to the City of j� Jefferson for five percent(5%) of the amount of the bid. Bid securities will be returned after award t of the contract except to the successful bidder.; Should the successful bidder fail or refuse to execute the bond and the contract required within qr ri b r r,;rl seven 7 days after he has received notice of acceptance of his bid, he shall forfeit to the City as ( ) Y p Y liquidated damages for such failure or refusal, the security deposited with his bid. 1113-7 PREPARATION OF BIDS s>�« `�; tkt yk'ai Bids must be made upon the prescribed forms attached in these Contract Documents. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. .�7 riF•1117r1F�+a3..,,,t All blank spaces in the bid must be filled in and no change shall be made in the phraseology of the 'y'•i�°r--,. ' 'f;i•55'::1 iFf�}Y.1+�:' '! bid, or addition to the items mentioned therein. Any conditions, limitations or provisions-attached ' 'Il to bids will render them informal and may be considered cause for their rejection. ' Extensions of quantities and unit prices shall be carried out to the penny. IB-8 PRICES The price submitted for each item of the work shall include all costs of whatever nature involved in its construction, complete in place, as described in the Plans and Specifications. riz .. Section 144.062 RSMo provides that the City's sales tax exemption may be used for the purchase of goods and materials for this project. The contract for the project will authorize and direct the ,,+ nwa� l:,,; Contractor to utilize the City's sales tax exemption in the purchase of goods and materials for the !t . project. This provision shall apply to only those purchases totaling over$500 from an individual --, supplier. All sales taxes on those items which do not qualify for the use of the City's sales tax exemption and for which sales tax might lawful) be assessed against the City are to be aid b the Contractor from 9 Y g tY ' p Y the monies obtained in satisfaction of the Contract. It being understood by the bidder, that the bidt.re=; ,;+kr ,= prices submitted for those items shall include the cost of such taxes. -•; � IB-9 APPROXIMATE QUANTITIES ,.r yr„ �v, ,•sr J�.,;ys� In cases where any part or all of the bidding is to be received on a unit price basis, the quantities I § Y ,:}:kt : stated in the bid will not be used in establishing final payment due the successful Contractor. The quantities stated on which unit prices are so invited are approximate only and each bidder shall •''%`. make his own estimate from the plans of the quantities required on each item and calculate his unit price bid for each item accordingly. Bids will be compared on the basis of number of units stated 4. in the bid. Such estimated quantities, while made from the best information available, are {: approximate only. Payment of the Contract will be based on actual number of units installed on the , complete work. s<.n * I F —2C '; 4` v«�F��ertw§r�srecs�oait.erto�c May 14,2001 ; p,C" t .t: "":'"?""'t'.'�'""-"`-,4u°i•� ^'}�'.,`••• ,..r., Ai',$ rz�;.�'�P:s;;"fC,i{;f�rA}V•7'ti,�l.!1•e'r i'Li.��'',.aYri••;'�:tti=i§..ii:.4(.l..3L 1.}..r.��'+,4,+titt v�r,1 4�,;t�k,,.,.�.�,+:�r;:{4Y r 1,"...a:•N t: f,57.t!lij,`.i,.'..tC.`(;'3„.k; 'i i,iYt'i.,;r A,.5 vt.11.,�}.7r4.,i..i'.k,.<}r J+tt.r.fr tr:t}{'ia..r-�.i.^.^.v! r t. h,.::r.t f`5. r x f t ,,e}�•y t>t,7.:1e,• x Fi ,i.Y. r 5;t7tif3.•'t;A.!e,t!.,e,.P+"a t :7.d,„�,F"1 ti,tt•}y/hy��stI�:g,v t't/7777777 qz;, FAtL,.,th.,�•.{�z, �V:`y�''�+°J i d A` + .ntirt•t:. 1.r , _ J:�'l t,r.1S �'�c`n`�•rL'r;#�` �i��J.X, C:.�* �� , "tF 21,s,�;r;k,, ,L•.t•i �A 1 fi; .r.,jai f�f, r 14 r :.;} J t, t .,,'., .;,t .1 Y •:t�r tt',- Sri"t. i '#f '4"'t ''fit,! •.yt `$�.Z,5'@y.,.r.i tYt.^ �!? �. 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'x`\,4t;t: 'La ;! r l.L' '' i'Y .� .�,f� �ti}Il�'r<y �^ji°`,sih'�>'T�'•4,��4�(,'�"tiq't T� •n• �f S� i O' ;r� n{ f d t r r 1 t t.f t., y';r,,,r,•' >1.,�:t r� .3€^a't }t Nf}i t i '• ,� 5:, .�,4 -�+c,1 a rn'•`.s.r.hls; t, €� �a'-4 S :'f' 1 ' .k., 4:• t r ! ,+'A V •a'r�:�t4�`!`.1-�H'r(+;' ,to .,�i''u4. .`f"• ,j::.^,U�!.; .Ji i/utwi4.W�t t T w}'' ' r.... .... + .. _... .. +I+r:WV W •YN .. .. i'�G:ti4j, k} }t +v+...,+c'r �,.:1'. _s...,,,.".�F ., , .:.;,�.»u.:«..w...,a,w........ ..,..,... W. N• tV.ntn'*hCN.hS•e}.1trk+.M,Btv:e•;+.jrn±blM;w.,..a...,...;,_..::,.s..., .y .,.....w.,..,..,.is.;a'uwt,;:r.u.w.`t�'r�,:;iimuw � 'a bP •I�gt `��,�` 1 •'.''� V�'4 r2 Yet;;":,�:A.:.,:.. IB-10 LUMP SUM ITEMS '` Payment for each lump sum item shall be at the lump sum bid for the item, complete in place, and t' r;'r4x1s shall Include the costs of all labor, materials, tools and equipment to construct the item as described �T'; { herein and to the limits shown on the Plans. pr..: 18-11 SUBMISSION OF BIDS yyxx p tiPd•. �"1''Sa The Bid and the Bid Security guaranteeing the same shall be laced in a sealed envelope and ,� 4y. 'y~, Y 9 9 P p marked"Pro ect No. AIR 016-4082 Jefferson City Memorial Airport". The complete bound co of <A{Y° �? '” ' t 1 tY p p PYt.; "? the Contract Docum ;�n ents/Technical Specifications shall be submitted as the proposal. NVIkiill, ' is I13-12 ALTERNATE BIDS In making the award, if alternate bids have been requested, the alternate bid which will be in the best interest of the City will be used, , ;:s,.,,iy AM 18-13 WITHDRAWAL OF BIDS If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening, without prejudice to himself. No bidder may withdraw his bid for period of nine 90 days after theti�}tJYf,'tzt" >;..; p j Y P ninety ( ) 5 �g''��,+rr,r�:�1�5•4;<,;,,. scheduled closing time for the receipt of bids. zys No bids received after the time set for opening for bids will be considered.' '"'' ' r J-71 ;tf, vP;tj'i IB-14 RIGHT TO REJECT BIDS 1d it The City reserve the right to reject any or all bids, to waive any informality in the bids received, or r;; w to accept the bid or bids that in its judgement will be in the best interests of the City of Jefferson. IB-15 AWARD OF CONTRACT ij y If,within seven (7) days after he has received notice of acceptance of his bid, the successful bidder , „ff,�r;',•.,..• or bidders shall refuse or neglect to come to the office of the Director of Public Works and to execute 'M the Contract and to furnish the required Performance and Payment Bonds and Insurance, properlyytri}a{;{, •.` signed by the Contractor and the Surety and Sureties satisfactory to the City of Jefferson as hereinafter provided, the bidder or bidders shall be deemed to be in default and shall forfeit the r.a•,u_„ � ',. deposit. IB-16 PERFORMANCE AND PAYMENT BOND ~`= A Performance and Payment Bond in an amount equivalent to one hundred percent (100%) of the r Contract price, must be furnished and executed by the successful bidder or bidders. A form for the lit bidders use is contained in these Contract Documents. The issuing Surety shall be a corporate Surety Company or companies of recognized standing t 4, �;f ti Iii licensed to do business in the State of Missouri and acceptable to the City of Jefferson. t ' 61 'f{. Y IFS- 3 ' Y' V1AA1\Acr"wrc%sr¢csxf+c'uRr)oc May 14,2001 rM 1 •�y !r!r!»r•Srt`r.. `—�':t:,`Ti."";:RT'""':'xC"r�t'. r'i;•,l.Hy,e.., it. ..{5”.�';�..*!.^,ewR.IMesMM+?N�ri!MNw�;..+!w. :•r5•,p."f!T'�'-°',u'�'j;;;:y"•x"f1r,t.:..v,;r^r.�w.. •,�."w'!9,r!)'fC`r 7p�^1^-::nssry„ ,., 'ti 'f' `t':? ^'�•,.t'f�„'i�•1.7f'.t�'?r ,Y' is>:5 ...i, a(j ..r� i ..y{,.,,s.-•: t. .t T f ,s1 •}.l. .?`4✓ s 4 .} ,tr�, G"�R. 4 tJ:Y, n. . + 'P.1. fri +�t'r ,.•t,i::;,r't o t ,»r .: .. i t! tl.'• ^'�f:l'.� "�:,r�a i r.�jr#.':,;.f.t�K4i).�Y; a aw"" J .t'r. '7' ,d z:,,A 4r�1e i,.i. a�.r c. �'. .;rS`rv)• :4. 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K=.. {' {,�..1 � 1�='�$ t i� t t,r.�� .��y�+�}r^ .,�., fi}Y. l �' f. �.e .1 ! r ,,:k:SCrr'r'},?A 1, f,S•;,,4(�. `i.r•.,, .9 ':C 9' yy y?J�pt:,yk�,(:,S,�J r2 Pik'# .c et.l.d:t� e .r}�� S: a t 1 ,a � .r�:' f f YIS.,t�{Y4..`t,,•4is.7.k,'-..�si i#.q..�"t�t':5�� }�,>{y"��"+ ��•Y..?.1• 1.1 h.,5;^vjr:�" 9h,�I'y:s!.,.�(t YAP,!'�J. ,., .), , `'t i { �i t t4V ,r7)o .t,"; i it �y T*T�t'��,t•,'y'}ri�a, A r'� *{sv>t,un*�,nY,i/1��'�,{''t1S'2r�r, � 1 Z t ,t t... �. ,` 'Vr 1 `, 7r t .`{4{f,,F'�t li`•,�!y�,}��'.i•A�y�,��,;'Y� s x'R'+�y�y' •�4�hr 't r„�. ,+^ ,nt,, ,.r. t. t 4 � ;, u. , +t,�i44'ii.`.F.tii�!�il"'if.�i�ftift;k;b'¢t}�'t4�`) A` t. �,�4r V x�.'�ai`,t�,ei'iihY.:wk;.f+1,U.4v�or�r�f4«i:,trie,iw"rrY,u:+t;,tvr4..v,t.;wu�M:w.t'e•,+M'.n.NtH.Y,�,,'efAU.9::;w ,Pnnrw,xst..:M t+f,»L*c,is<t.A'a'!.4Y{;,>13U7'f,:��k �+r Y�t'!i/ '.:` .• ..., �r .. ....t� ' r Y't i 1+,S� it.1+i�W'rweSt'�'' �Fti �'yTTitiq�-Y t r:El�: IB-17 INDEMNIFICATION AND INSURANCE The Contractor agrees to indemnify and hold harmless the City from all claims and suits for loss of t3 `x t it i 3 or damage to property, including loss of all judgments recovered therefore, and from all expense `_ fi',; in defending said claims, or suits, including court costs, attorney fees and other expense caused �� Ft , 77 by any act or omission of the Contractor and/or his subcontractors, their respective agents, servants or employees. zt °y„' � The Contractor shall be required to provide the City of Jefferson with a Certificate of Insurance a outlining the coverage provided. IB-10 BID SECURITY RETURNED TO SUCCESSFUL BIDDER l�,�,�k� � �,�;,.r.,•. . Upon the execution of the Contract and approval of Bone',, the Bid Security will be returned to the bidder unless the same shall have been presented for collection prior to such time, in which case the amount of the deposit will be refunded by the City. Y't' % n IB-19 NONDISCRIMINATION IN EMPLOYMENTr 4` Contracts for work under this bid will obligate the Contractor and subcontractors not to discriminate '. in employment practices. r~ IB-20 PREVAILING WAGE LAW3S �� .,r '•� tai�•,,'t The principal contractor and all subcontractors shall pay not less than the prevailing wage hourly ; yK{ rate for each craft or type of workman required to execute this contract as determined by they Department of Labor and Industrial Relations of Missouri, pursuant to Sections 290.210 through p P g b, 290.340 inclusive of the Revised Statutes of Missouri, 1969 and as last amended in 1993. (See ; Determination included herewith.) �,�a; r�lr�r {� '� 'fit ,. f a'— =3'< IB-21 GUARANTEE Y ;f 5. ' l.Sn F 1711+T R E.: The Contractor shall guarantee that the equipment, materials and workmanship furnished under this contract will be as specified and will be free from defects for a period of one year from the date of4 -.•` final acceptance, In addition, the equipment furnished by the Contractor shall be guaranteed to be free from defects in design. Within the guarantee period and upon notification of the Contractor b the City, the Contractor shall 9 p p Y Y promptly make all needed adjustments, repairs or replacements arising out of defects which, in the judgment of the City become necessary during such period. etHj The cost of all materials, parts, labor, transportation, supervision, special tools, and supplies '>itjm°'`' ;: required for replacement of parts, repair of parts or correction of abnormalities shall be paid by the ':rt' �A { Contractor orb his sure under the terms of the Bond. r v surety r n '. yf, t34 Y�•..A{ �"r J y, I FB - 4 'k' `a 'ft?` 1 wn,�ner{w rc�srres�oonrxtxr May 14 r 2001 s• ":1. 77-72'. . rq :,pt 5tgxuy�'o',!?^',""' r v>r^,4• 'r 'sR 7=~r i'":',re^?'t'.::.r'�f,.""h+"'�!":i,C.v.'"'}`.• yv' , !tSt' { •f:+''�l .,,r r',t }• .,:it} ;�;tt+t:,� L, t„ 1 { ' �F, t .ry},1•» !!f .�,r .�)"t.. •r } e:4 •f '+�•t ,;r f t,, r t e },c. i`,1�'ii,� .�4,.'�t.u., ,,,._•«t° �''. !'. �r{t;.�� '��' �S;u+'i7r�',{,4r'�p`;4�7ct i r ,7v }`1{t{ r: ✓;;,fit i r.t�r#+'j., .+�: t+.,x,; +S .1:' ( :}ttit, ''�',.,t. , !1”,,,t�t Y{ a 7 x� f..� �.!SYx�tr r!e :1'�r� :� au��,. ,r>,”;;t..�.,:,z:x�. ;:f�;:.'a 3 ,� ,tr,��,.;. s iP .+''� t s' 1.z` .f.,,= ,k: �,: 1,s�..,�, ;a•��'?,r*'.t•.f��'1 �.•1., +t , v 4r ,Jfy'. 1 ,•' .�).•.;�>�,{, ,t„,�. ,!, ,rr' ,r;+l.. fia.M;{j-ify! w- { {'t.jt �'�$ �rt.',r;$•.�;.•.+.••° ,axr;�',�} r. � r..�1 �3�' ;{ .� 'p• :.t.. i, �. �. 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S }. t:�� ! ,f„ *t,`t"t.h'1 t�.;''t�'f r�j�i+•' `'`{ .$�'F�p 15r�t ,t k G;{•..'L. })S'"u gt,..•r, k:c zi' i 1r' `; ��' tJ :t.t .r-'�:Cj•�'Krsr'�' ;r. ,'v p. `. ,s i :,^'`S1'�;;�3 ^�.'5..i�}•',1;',ll;•+�t rrel aY r, �tt '{ t �i y y,: � y '> fr T�'i f� .k%'!i v`t,t .�•� 17 f;,r,,.T.,i;: r'r{ (.i,i r , ,Ej t• i, ..+ ,'' t (' < z; (r t � 3 dg-"y \y:c C.t. �+�="'X sc3•r3St ..t�f'. '� ' •»,.` ''.l t ,c' t'3' t :t,t't r i� � �ti'�tr-`i�'iTMy�,a�:p;��y('�t u�'�ktn , }4,i •Sl'i�Sr Ay f`•J•4t Ff i .i 1 S. „ ii' ,.'i a S': r' {41 ()3:tic S F't: FZ�,.:r a, •ari � t �r �JNe rr ly I '��s t 7. � � r.t ! „ t t >,c t } , v t + fi';,��„ a �,; '��g` q�}•'a 't��u� ��t,+);.�!�•e;r it f,'"' tv ' a 1 ' 'i `t ' f� v '+r rtF F'!4.-/� i'7 tiu�'nq?.Yet �f�. 4') :_�.,a.a�.tuwfr�+.+1.eFikrM➢d ,w,inr�:i'6d..4�*..3,:rwrX.«..,:ia..;r:»tiirw+.,,..a;,.,..d ... :... ,.....w... «-,«.',a.».rr.ixYrrt`irt,CS:4i`M$«F6"4M,ikd�',�sli�l is".{'fi9�i.'e7h'+r01tw'vt,.-e: :««........_. ,..,�..,..,r.., - � I p Jy �, � �' The Contractor also extends the terms of this guarantee to cover repaired parts and all replacement parts furnished under the guarantee provisions for a period of one year from the date of installation " a thereof. r: •i °;,.k;.t`:,;. If within ten days after the City gives the Contractor notice of defect, failure, or abnormality of the �,,•, ^; ;:, work, the Contractor neglects to make, or undertake with due diligence to make, the necessary I r��ir<< {, repairs or adjustments, the City is hereby authorized to make the repairs or adjustments itself or order the work to be done by a third party, the costs of the work to be paid by the Contractor. ' ;•. In the event of an emergency where, in the judgment of the City delays would cause serious loss ' ;. ., or damage, repairs or adjustments may be made by the City or a third party chosen by the City ° jug t '} without giving notice to the Contractor, and the cost of the work shall be aid b the Contractor orrzF �j t``'• r -t� g. . g p Y Ti r ; I by his surety under the terms of the Bond. 13=tr� IB-22 NOTICE TO PROCEED ' A written notice to begin construction work will be given to the Contractor by the City of Jefferson ''tkr within ten (10) days after the Contract is approved by the City Council. The time for completion of ;�,.};.t •, the project shall begin to run on the date established in this notice. IB-23 WORK SCHEDULE r ;;t��++��'• ; To insure that the work will proceed continuously through the succeeding operations to its ,! completion with the least possible interference to air traffic and inconvenience to the public, the ("`� j ;s; Contractor shall, at the request of the City, submit for approval a complete schedule of his proposed ' �: � ��Z :Al • .'.t `r,:•:;•.t,.. 'y��:jury construction procedure, stating the sequence in which various operations of work are to be performed. r ti �.5, �,I•i,t IB-24 CONTRACT TIME '+ ' h �t,i4 The contract Calendar days. c time shall be 50 ` IB-25 LIQUIDATED DAMAGES , Liquidated damages shall be assessed at the rate of five hundred ($500.00) per calendar day until the work is complete, should the project not be completed within the contract time. 'Yf��f�ldPFy. g' IB-26 POWER OF ATTORNEY Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and ��,��*�r•s ��, effectively dated copy of their power of attorney. .:'� ,�.,.�t ra IB-27 BID PACKET y7t ,'1.4a <? Each bid must be submitted on the prescribed forms and contain certain certifications and 3! documentation. yyi 4 ys c I FB 5 vw•SI MEI•\IVK\SrFCS\BOILER LKY May 14,2001 +' Vt .s .1,v 'r".S' ,'•'RA.t •.; ;� t�y.- g,,'-k!i'} S•-t': { }",,j,:}ti k., i. r 1i , y,7 r a. d k .r .{.:� 'a ;. :,,, !f:, d, •r. 1't 1r:SLY;.!`t 1 7;.!v' t k,, r is.+' ,5.6, ;f J,ri.;,wt 3' G °h {r r .f`' s x i �rTv r,.•, 2 aY f, . �i, t •,, .. :t :n}., ti .. ;s/ tv F.+ u nt, 4 � Pe +r e r .s7tivr.)r..^�1+,+7 ..l--,,,.,.,syr'i�y.fR x4a.�?.rt, �.,+.;. .c ..t.. r ! i :� •' t' ,(�,r,. „a 1. ,,.t .;{.� a ,,� ,,1{i;,,+.�;*'isr`�"� irk,` ,•+�` �r a �`s`� yt�ra�,il.,'i;`� y): ,11..�., '4..a-,�t t }t f t" �•'' r i,� � r J' r C r+ C' ,.S .r+�v,..�° Tv i c;+'L.G.\�”rat ` K i. ?.;•E'= y;, ;t r"r., s,e. ;,1 ;t:. w .% 1r, C i '^ a({ F.,.•r4 ±,3 C:}. 1fa'e•$-. :'� u � ,,± '� .?:.ktr..e n.f{.t,;.r• t >,r �r.�s-•ft5,�is.. � :\� k+: 1+ ,r1�: Iv. .o ' i,r; Slt,�.`."1 y,s:,. �,' F �,�,r�)�'�t�i•�'�i' t;�t?'%i.t.'h'�;$�?,.7;� .'n 1{::�p�rya� '�. aYi- t,�1, ,•,�i,�, ��r.?.•.t„ .hrt\:.a•., y l ..,t: ,i,.i �. �3� t .'t; ..r•, ,-U.; i S r a .�:7 x �.,., ',.' .,4:9,F y�U. •a'., ��'*'. „w,�'.A'u 4�� -ff.�+.,, `i a,. rf 4r t nr, a� i�n4� `.,. rt'{`.rc•t a• �'\trtb'1`,,��, Ir,itt,s� r,f/'��F:t,strt'. t :\�t`a tt .a.3.t•k,•ii��a:r�;�`�'a;, ,,' ,,r. `;tP,r. lr.rt.`+ �(rkr,�`• ,t•e,ne�.. ..�y.:'r4t• ,.x.,�:r, „ ,,- .1. •ry.•kT•%.f,.F,,i1,i�,�:; , 3 :,tF ;±:, ,tsr �f ,.;,,�,�z .\ •,trt.v.t,pfr�o..P,!,:��+.� �'.��• t,�°t� r��s�f:`� �'+. 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'3r �t;.t' t. }.' _ , it^"! .r, .,Jk.t itk" $;`_�` � ,pl,'r•�' fir' TS`• ;Y.i,;malt„ 3.,t'�!};., rsj :��t,,r r i V.. }ti, .V r, ,.� r l .41 Ijfi.yi"1.h�tt� t`�£�`1 �r4�3 .� q5 b•<�}�in7!',s.'•.Afl. i12 t ll r1 .. � w s., ;.rr�'ij�.•;�SSL,C,"at4rj"�,t�g�,;. `;', ir�' y 7e >J�{ 7 7 3 ? j , ' '.t c .:, r A 'F tti i ,g 'Ya;(ra`•' tj'a< x,l��•�t - t?,� 5y a a' { r," r { '•' y:it�'S.a.Xej,``'ily i F � y !�'' ')trAVR,4L`A4: .„.):y.:AwtM:•+ww.w,.mrr,l,..,.wNSC,Ma+M•;i Mw«......,._..,. ,..._•.._...,..n r.u„r....•n”c,X�*t i�tRyJ.n>ir•r tktlh4...a..,,rR•tu'•}tPa,M,nutb..W.....:... ... ...,... ..,....a�......_.,...„1: �...,.,...1•.,:.:,..a.ua,.i7.w.w';,.:.:4.a.r.x+.f,�rl:ic.w4lo'Hj+�yr17 �� •�}"� t , BID FORM ; t 44ii� „ x t Name of Bidder -)c n 'Sc.�nn;eo�ers Cxcs G��n C�w1pu�,� nj <� Address of Bidder 130 Fa,r c ,.,J5 Roc-,J Tt,f trsvo C; X100 6S-IOq 4f""` '} ..i �__ il�;a i�4lSf? ,F To: CITY OF JEFFERSON 320 East McCarty Street Jefferson City, Missouri 65101 g �-r THE U . NDERSIGNED BIDDER having examined the plans specifications regulations of the Contract, Special Conditions, other proposed contract documents and all addenda ti;:u' Jai bjFn i•iS.P:':-i•1 thereto; and being acquainted with and fully understanding (a) the extend and character of the work covered by this Bid; (b) the location, arrangement, and specified requirements for the proposed work; (c) the location character, and condition g ads , , , pn Of existing streets, r0 highways, I f 1 1 railroads pavements surfacing walks driveways, 1 1 curbs gutters trees, sewers 1 utilities, drainage courses, structures, and other installations, both surface and underground which may affect or be affected by the proposed work; (d) the nature and extent of the excavations to be made and the type, character, and general condition of 1 materials to be excavated; a the necessary handling and rehandling of excavated ,��•; �� •,��'i•-' materials; (f) the location and extent of necessary or probable dewatering requirements; ..{°ay��' f"{ { ; ..1 n t ' (g) the difficulties and hazards to the work which might be caused by storm and flood F,n Mi SQL, , water; (h) local conditions relative to labor, transportation, hauling, and rail delivery . ` facilities; and (i) all other factors and conditions affecting or which may be affected by the � �-�� •>��'��'� work. r ;}fir j3` HEREBY PROPOSED to furnish all re uired materials supplies, equipment,rnent tools and plant; to perform all necessary labor and supervision; and to construct, install, erect, and s , complete all work stipulated, required by, and in accordance with the proposed contract ?3" r;51 documents and the drawings, specifications, and other documents referred to therein ass>� ; . r3i• 1 n'v' 4 altered, amended, or modified by addenda) in the manner and time prescribed and that he Is:".'',�'rC��• ;�; ::;;:ar,. �-� will accept in full payment sums determined by applying to the quantities of the following `x'ti-op ` .r 'h items, the followin g unit prices and/or an lum sum payments provided, plus or minus any ;rr .�1 special payments and adjustments provided in the specifications and he understands that f-' �' : } -} the estimated quantities herein given are not guaranteed to be the exact or total quantities required for the completion of the work shown on the drawings and described in the 'f specifications, and that increases or decreases may be made over or under the Contract estimated quantities to provide for needs that are determined during progress of the work and that prices bid shall apply to such increased or decreased quantities as follows: 4. 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'�..., ugW�1'�'d.+NV16.Nde�,falSi3dWf,1»rw.4�.+:+rnwx�wr...r..;Fr;iaM,.lw,t.�.y,ww..w..:•.1 S rnurnrMhi..:i KO'.tarkEklt fRSiCK4'4'/.`t:dl0!tiH,w.vSr_4+d.F.-w.u+.+..,.t.... ..�`r 4 .., L'� `j.•,1.`.Ff,..,�j'>d .. t r• , m Spec. Description t on ExNo. ru ti :r.J.;'''x'•g is`tn'`3eL<r.),,;:4•,..s;. . r ' AIR PROJECT NQ.016402 ,t hlobilirsttioa thre Four thousand ,r' i 1 1. •• Unit Pr(w is Words 1 i•`i'.� x L.S. 00hundred dollars 4,300.00 4,3 .00 r u J v%,"}�,`A c ?t k ttFalldepth Sewcut ss�;,.v��,:•i'•"'- '.'. t 2. P•1o1 Unit Price to words 380 *�a�� Four 4.75 1,520.00 :1�g� ''� ... j ,r,.rp h�.ykt:'y e ti"Aapbalt Paymnevit Removal ' 7. 1'•101 UQ1l Ptiiee in Words 497 S.Y. Seven;.dollars 11ars fifty-five cents — _ 755 3,752.35 4. P•101 : Unit Price in Word '' 2, S.Y. i}i`::?;>�' •I�r'.:,f,r,. <I Six dollars sevens cents 6.70 1,567.80 act.�;'�- ( � ' :{ Tx Concsett Pavement Removal 5. P•101 L'ait Price to Words =J Seven dollars twenty-five cents sal S,Y. 7.25 2,515.75 lays Cold Mill(4)".211 8. V.101 Unit Prim is W.t'&. 94 S.V. 54.QQ .��?{2•."•,�I'�t?�%i: .: rift —fOUr dollars 5,076.00 Two thousand one �<. '�'' NA i 7, P-151 Unit Pricc in Wants 1 I•S,hux�3 fifty cbll as 2 I 50.00 2,150.00 "`; K tip„� Excavation flats A xin Focnteen tFC� MO-1S2 Unit Price to Words tG� 1 I.S. hurk d f if ty doll 114,250.00 «♦+� � an ars I4,250.00 Crushed AggreQttts$sst Coacse ;},. p� }; 9. MO-209 Unit Price in Words _ d,330 S.Y. 3.35 14,505.50 {.. r ` 4"Crushed Aggregate Brse Cou-me(In-Eligible) 4r�1 19 1 FIR10. MO.209 Unit Price in Words 271 S.Y. 3.35 r 907.85 "`-•" Ilitumiaous Mixture(BP•i) 11. M0 401S Unit Pries in Words 10 Tonif�a,t��sei 1`✓t Yx f4, rr i•. -; ne hundred ten dollars 110.00 1,100.00 ```''' ' :7` 6"Portland Cement Concrete Pavement Ceme 12. MO.501 %r Unit Priee in Wa W hint -four dollars s•X, 34.00 13,260.00 ' 4, 7••pattltuad C.cmcra Concrete Pavement t. 13. MO.501 Unit Price inWords 4,125 S.Y. r 28.25 116,531.25 'Portland Convent Concrete av ( ) "'� I <;+'• P cnxnt(in-Eligible) 14. MO-501 Unit Price In Words 267 S.X. rhirty dollars twentV cents 30.20 8,063.40 Bituminous Tack Coat �ti��; •��y, � '•� A5. rv10.603 Unit Pricc In Words is Gal. , our dollars +"cif 4.00 60.00 Taxiway Pxvcrurnt Markin 16. A10-620 Unit Price ur Words 524 S.F. , , tcedta 17. MO.901 Unit Price in Words 1.0 Acre ' 750.00 750.00 '" s �'' Mulching ,, {'"'tj ;:f9 18. M0.9{i8 unit Pri a W rd: 1.0 Acrc A r y« Seven` un�red fifty dollars 750.00 750.00 •;' PerrannentSigas One thousand nine fF' 19. .---- Unit Price in Words hundred twenty doll rs i �'S' 1 ,920.00 1,920.00 TOTAL +�].94 027.90 •�t: :r S�fbl. lq t; }7, ' BF-2 Zi ''M1ry R�ji4'r, "+. ,.,..,T,"r;. m- .."'�'11C;^5,%fri^%v;i�r.'f: .'fir;;'r`.1•.{�iiTr,+tr......w.y�.,a,.r.�r,w!err,.,r'r'.wt^...-' .:^rt'•' •,y,yc•;r,.":"' .tee+... rr. � 'rh;�' ) ,,q�' s?txr,,. 3';..t.y£ tYlf�r,�^:t}tS'{w•,>J; i ,g , "''.r`1iij)';ti;i j't:}t.,', r '�.} rlC s. 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J.,�.:}'tFn�',t '.ri�'cyi,",�.+' pl'S�.�54 h�' "a. ;.A•.' Mi AVNWrYVwi�YniNrrn.•}.+ul..SVA'«v+w�,+w,wa..,r.c,..-.,na.w:r.,...wa..w..._.r, ..,...a ! � .`'r}:%P ��/ ItiNt t 7 ALTERNATE BID AND SUBCONTRACTORS ✓, I ��ly f k n9i'`. �dr.. ',�• The Contract may provide for alternates for storm sewer pipe at the Contractor's discretion, :,+ The Bidder shall state in the spaces below whether he intends to use corrugated metal pipe or reinforced concrete pipe for Storm Sewers where an alternate is allowed. LJ ' ,•Nth}t�;��'~,t�r:r'tz If the Bidder intends to use any subcontractors in the course of the construction, he shall + list them. 3 ; =' '' • `: caw k r - �,u e i4<e m c e zn TIME OF COMPLETIOIU j t'7if?Y NfrvY The undersigned hereby agrees to complete the project within fifty (50) calendar days, ;y. subject to the stipulations of the regulations of the Contract and the Special Provisions. It is understood and agreed that if this bid is accepted, the prices quoted above include all :: ,4`=:=k��!tx�r'L';•.,+, NI applicable state taxes and that said taxes shall be paid by the Contractor. The undersigned, as Bidder, hereby declares that the only ersons or firms interested in ' '' '`«`'`�''F r+ :. the bid as principal or principals is or are named herein and that no other persons or firms4t �i,,;:•� than herein mentioned have any interest in this bid or in the Contract to be entered into; ;, jy :..i and this bid is made without connection with any other person, company, or parties making "r `fx`'�! a bid; and that it is in all respects fair and in good faith, without collusion or fraud. .1 `,ry.r The undersigned agrees that the accompanying bid deposit shall become the property of the owner, should he fail or refuse to execute the Contract or fumish Bond as called for in the specifications within the time provided. ''' If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to thefj undersigned within sixty (90) days after the date of opening of bids, or any time thereafter before this bid is withdrawn, the undersigned will within ten 10 days after the date of suchr { mailing, telegraphing, or delivering of such notice, execute and deliver a Contract in the p' I form of Contract attached. ` �$ ef �V 1}u],. BF - 3r r{li d j; 1 � r wnn�crtNxtsr[cs��uruxooC May 14.2001 t��t. tt 3i{Tlr. ..,1?.. M1.,•, ,. �ptM1;ryg•. ,w.T•�° aC ('r; <� .r>: ,•fi1:.' 'rY' k. •}, fi}�,',>i#; ;,a ,.r...,r+,-..-r«3.• .`. t i�•` l'•? r-.' .x H, {�( Syy t I� ..}, w:M .•+n{ .t:ht l' 1, !} .t. 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J, 57.r..,?. r 77 ,'� -i• r i .t 1 i� x:r z , `�,'t>f''.�,�aS�,jr}.i f. ,t �"�;� v' ,y. r tyi>. \YVt�x. '�� 7�r J''�k'+ t '�:{, �r �' .,E 7:a: .i' r �,l ..tt /4 .r.t�t. ,P it e 9� �r�5 �'� ��,x„t, �:f+t• fz•)i 3, i •=?w .tY:$ J,;s�s- fi 4t r¢r 't ';f,-,x„,,, .{�$ ,`}' .{ 4 i V t, r sr{ .Fs. �u(2ijtt'u;,;•:''.`s"',' 4Ft} :.�44�i`{H`�tP' i :;� :,t1? '•t. �i•:A ,t,^ , fr S r d ,:7 i a �� r '�' �rjc ��aYr7, .�.. � � '�*`:t.'.•".�3+J�t.'}.-Ir. 4 t s y ,. 'r, z, i '7 l.:I ,37 7 1 w,y :t t,t � g( Q Y.1�`.' i�'h5 (i .7 t\"•.; r T , ', r - � '" Y ..�` 4'. r. Tin �` ,i �9,�nJG��i�{a'�x � � � it ^E•` :iMllwYrArl.Mrlw `.1F,rJ>%:"/M.wr..MVa+.Tan.t'�:1:.,......... 4 ,.. ....,,.. .. ... .. .... ;�j�� `fi Yty fa The undersigned hereby designates as his office to which such notice of acceptance may '3= =�'�rs' t., 9 Y 9 be mailed, telegraphed, or delivered: p y 30 FG;r u�►,cis �s�to1 Je��'ersUn t;�.� m c, �S(y9 _� _ {p77p''°ti`{'a` ' t1t, RSA;{�4rt�{�k rY i �Sij'5i�i`��`�,3{'ty'•.�(tSi�i t.. . It is understood and agreed that this bid may be withdrawn at any time prior to the i X a: . scheduled time for the opening of bids or any authorized postponement thereof. Attached hereto is a Bid Bond for the sum of S 0-Of b Q M v� Dollars (cashier' tyrts s check), payable to the City of Jefferson. Signature of B .. idder: If an individual, , doing business as •'se” If a partnership, P, , member of firm. tr + 'tir'''t,ti N a•..S(Ya' r b r If corporation, vW� S�\ c r S x ya C�,�o Z' �, �n 'e c y 4n , c �.,.. by tr l•I }] Title ce cJ e�,�}" SEAL 44 Business Address of Bidder 1301 Fes;r r�u his Rc�c, c! `;7 '•� r�j CJ✓� C\ 1 _I M l/ .1 I l,J If B' �5 } idder is a corporation, supply the following information: State in which incorporated (1r1;s s uu r, ��• Name and Address of its; ;¢l President ur 7q.,%e- � a. t3o� gr00r1o( 5e ��ersor, C�r�-H Mo 65109 Secretary R n Y F. Gc,)< 1301 FCL,r4rCI„h 0n C, '�Q (05109 6 4, Date TQv\ e S 'ZOO 11 61 F 1 ..•y i. ^•�r',ArrkWTC Sru�stiaLLItDCc May 14,2001 q: '::J°"?'•;.'.r v '•'tr7ry^'r,,r•,,-t,�,-m.:3":-j•�t.-^•C..,•'-"^ n'•"'-,'!:]^, ;;r a':r ri"?7'i": 5.tY t r .,., •, ,... ;,8, -'',i�?,r;'st 1 .�s;i:• ?, 7 ��5 ,�' ;1, .t �7j r� � ,.,fit. .;�+,�i'�,- :,,ta:'�`t4 ,:X,e!, �+r.,t 'J.(-},�+��. }. i.:r."r'' 7 •r,l,, f ; (.r~rY•llr`m'{,r',r ,r"�" .,i t.,(�r°}4�. 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(.§h t avt, ' y .tit_s r vr.x. r i.,t••r.r t ts'': >=,t��,`, �6 t3-�' Y , .'.. s aj,5`'v.j,�a 6�`:rsG, f M1 c,t6 ) t .r. i.:,,�< •!;' + n � �}�15�1.alt�I'"v ti~hS�ir�� .� �;,,,, �. t.w r�, .^'� t, aE` S I i ) (, 1�:: }�t; t � ."rf r + •�q f.i. 4,.�•�, .c,. . o-ir4 d €' y s '� }fY. `t`�.,s'�A v.f r, Y t}�, k ,{y' 9 r '.:3 k� � -'''•c•,,. 4rL! bl:.:-(v,�t: tie° x{ , '' 9� ¢�;.,r �a�a,t}{�,r,�,.j::>�"i�ra L,4 '`i.F �'F 4� t.,;tt t' .�,4 hx rR' �s�•0'Tn*�� .� 1„ M.r'<.a4` r1{.,ur<�. rl�b"�°•44:,U;�!• rt C>r �, ` .{k `f r. l 1,M1'• ,{l.t. ti r� r �t ),4}":�';,a tix"{'•F,';r�•r,41 Y€:�' a ; �' )y r J', � r i'r t= .• ': T.. !, .. ..� �..f a ..'i r', r' 1 � rq,,,'t, � y 'r7�+.ii,nnl'uew:�{ `t,.or.,,..'1«inu..y:.o-,,.w..,cN<..�.,....a...,:::..._ .. ... ..,.,.....,.».,.•.+,,.,.�»N'r,Aa+uvtSC.Yf?tYrf#{�.$kltt'i'�.�.!9�i+>Yi#thM�`?rrtttY?tah'f+a9.bk,nawr,.a:,rt...,.w"..,......ia.,w..ai.r,a.++»`w.ti:r+:r'..::eA,.''1i.1 :•,it�}!. ,� y{4�,,1 N ..`f x•yt rxi r: 't, i'•, i; BiD BOND r IU Y KNOW ALL MEN BY THESE PRESENTS that J �• �t, � at wet the Sv;Ci L''•^2?�Iri��rzs" undersigned, Don Schnieders Excavating Company, Inc. Principal, w-N of America Safeco Insurance Company and as Surety, are hereby held and firmly bound Y< = unto the CiTY OF JEFFERSON, MISSOURI as owner, in the penal sum ofttl �; �l,,�l, Al : Five Percent of Amount Bid __,,,_far the e payment of which, well and truly to G t , ,t jf�•, ' ` be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, h j r f,i' fill successors and assigns, this 5th _day of_ June ,2001. "' tl1 ('o SN"i ftr r The condition of the above obligation is such that whereas the Principal has submitted to the !s; CITY OF JEFFERSON, MISSOURI a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the project entiUed: , x,"F'_�"sfir 'f ' °Project No. AIR 016.4062, Jefferson City Memorial Ai ors" NOW THEREFORE `"" '�; ,r: rl 7 h, (a) If said Bid shall be rejected, or in the alternate, t�f``�9!# 4ja°. (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in ;FW �• 41'��'" ��, 15i' ,r{ the Form of Contract attached hereto (property completed in accordance with saidk l = . Bid) and shall furnish a bond for his faithful performance of said contract, and for the �• Y, �;;:�� .a payment of all persons performing labor or fumishing materials in connection therewith, shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder r. shall, in no event exceed the penal amount of this obligation as herein stated. ;i ::h• The Surety, for value received, hereby stipulates and agrees that the obligations of saidFcx9,c�f '#}" t, tY Y P 9 9 Surety and its bond shall be in no way impaired or affected by the extension of the time within whichf ft�p ;,�•r ' the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. °•�;� s ,t: ,i IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and 'fk � ` ; seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the dayv and year first set forth above. z Pps7;( Don Schnieae s Excavat ng Company, Inc. , ,�` "fro � (L.$.) et,• + a k�.��'trj+`,,F'y�i Principal t., S IA F f�o�r ir7 I Safeco suran a Q Dany,.Qf America Krid L. 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ACKNOWLEDGMENT BY SURETY 'r STATE OF Missouri ` ss, .`t County of Cole t' 5th June 2001 {. .r,.•. day of , before me personally On this appeared Kris L. Bennett known to me to be the Attorney-in-Fact of SAFECO INSURANCE COMPANY OF AMERICA, GENERAL INSURANCE COMPANY OF AMERICA, FIRST NATIONAL ;r,' t,• : ;;; ' ?t the corporation .>' INSURANCE COMPANY OF AMERICA or SAFECO NATIONAL INSURANCE COMPANY rP that executed the within instrument,and acknowledged to me that such corporation executed the same. f Y'n IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. <.t Notary Public in ie State of Missouri '* ' (Seat)) County of Osage o'ar JANET M.WARREN rri, Iw t } NOTARY PUBLIC-NOTARY SEAT, t.,:r7 Ott STATE OF MISSOURIs'' t"}: COUNTY OF E OSAG �t •�; ;.s My COmmission Expires Oct. 18 }AV, F fx e �t�• , 2002 t • .j + S•02301SAEF 10199 >; m Registered lrademarlt of SAFECO Corporate. r. 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";r... i ea..�� A•' � r,1�I'c��°.`. ! `t.. +... .,.,. .,•f: .. .. ::.,..M,r.•.,+xr+•wnit•+,sYU't'h"1'S.t:t't`#.'JiH.1R• tltk 4i..'.!'.,'ix.1f,:'Md4iaA'{Un6•ilrr�e.r«r.:,:.w,.,i,,,:u4sw+awuew..,.•«xraai.wn,iii:::+:...+n+'.ow.ww+•+«+1.«r,t.,.S> x• �,er �y'[i�` I:,it�l•�w'ti1A,�MlMwlw,l,M+.boNrlvrxiww+,ww M+.u.4•t,wDatPr✓.+4v.nn.n,w.'•.•.ia... ....... rl w5t�{i •� �4{,,k SVF. a s s � ` .•..: SAFECO INSURANCE COMPANY OF AMERICA + POWER HOME OFFICE: SAFECO PLAZA A _ CO" OF ATTORNEY SEATTLE,WASHINGTON 98185 No. 5462y? r KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint ....................••LOUIS A.LANUWEHR;CARL E.REYNOLDS;KRIS L.BENNETT;CHARLES E.TRABUE-;Jefferson City,ML%Ouri•.••••""""""""""' A. its true and lawful altorney(s)-in•facl.with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued In the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been dui 1 executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents _,/,` ':u+ {'•tii'. ' this 10th day of October 2000 BOH A.DICKEY,PRESIDENT bf '4ir ' �`,„rg'€'?; v b R.A.PIERSON,SECRETARY ;i; ,.:•..,t;«? • , ri CERTIFICATE iYYt k y,or ;' e Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SURETY BONDS ...the President, any Vice President,the Secretary, and any Assistant Vice President appointed for that y44 tip r� d j purpose by the officer in charge of surety operations,shall each tuive authority to appoint individuals as attomeys in-fact or under other appropriate Was with authority to y#Y( execute on behalf of the tympany fidelity and surety bonds and other documents of similar character issued b the company in the course of its business..,On an +i tlaC'r,.+iwt=?•'° Y P Y Y instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond ortju}c,fl;ti4;z ;, undertaking of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced;provided,however,that Ih.seal shall not �lti hii�3lift,r,n ' X•°`a '? be necessary to the validity of any such instrument or undertaking' �+ tip•` Extract from a Resolution of the Board of Directors of tlt}t �i4•X `iJ' SAFECO INSURANCE COMPANY OF AMERICA adopted July 20,1970. on an certificate executed b Ube Secrets or an assistant secrets of the Compan settin out, t�4, K Y y ry ry Y 9S)ai{ ai?�f (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-0f-attomey appointment,executed pursuant thereto,and • (Ili) Certifying that said power-of-attome appointment is in full force and effect, ( 1 fY 9 Po Y aGro-�k + ha, sh the signature of the certifying officer may be by facsimile,and the seal of the Company may be facsimile Thereof." , ,4` yt1,:,VF I,RA.Pierson,Secretary of SAFECO INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the Bylaws and of a Resolution of the iF• :l Board of Directors of this corporation, and of a Power of Attomey issued pursuant thereto, are true and correct,and that both the By-Laws,the Resolution and the nJ'tF Power of Attorney are still in full farce and effect. tir�l+f +,lru+�s, ^ ,SH IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation 5th 2001 Junes ,I • this day of � 1 Y o t>s S EA L r, a� !95S �FOf WASM ' R.A.PIERSON,SECRETARY p }. •' ' h• '1: fib S•1300tSAEF 7/98 0 Registered Irademark of SAFECO Corporation. 10/10}00 POF e ,m ,}/ n V :F�" ^:,^^,'v"' -x^.rc',' ,fir,.},.- •-+'—.n „®+"rrx�w„•ww,w•,�.,.�rr^,.Yi in„v1,,,.y:. ,;.t�.,�a i'sii ''SaS'.�i.,”a.`�n:"7'�.,"?;,t`YT':,^•:',;'-...'"^,y..•:.r.:,""'"'{_r. ,; '1.�i 1� 'ty'��. r � •^,J'�,4 F,�'i'v,�t. t �ri:� x..14".t� }r j�•�k �j4:',�`�. 4 N.�, ,r, r:Fr 1 k�, r i.. 3.. .}�„ ,;rr�v .r+r y:c�:,�;:;(•:i•t r!4{'1f't r7 ti°`:1}}�r ,iti!,"�ti`,�'} '£��?,5, 'r '"� `•�`s,v'�,.:t;?, ;.r � rr„- ,l. 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'_� COUNTY OF being first duly swom, deposes and says that he is v c2 N s;d e P% I of TITLE OF PERSON SIGNING r• NAME BIDUE ., } that all statements made and facts set out in the bid for the above project are true and t correct; and that the bidder (the person, firm, association, or corporation making said bid) has not, either directly or indirectly, entered into any agreement, participated in an rt . collusion, or otherwise taken any action in restraint of free competitive bidding in ?; !, 'a connection with such bid of any contract which result from its acceptance. z �st{�'' ` ! rr' ` � •jet) ?x.; Affiant further certifies that bidder is not financial) y interested in, or financial) affiliated with, ri ^#a .,?; any other bidder for the above project. ;��{R rrt,t ire r tyre$,' •y',t 4, tiiN F2„ �; ,li (t•�rAt >• r•'= it Sworn to before me this 5 r day of 5un e 2001 � l Y 7 NOTARY PUBLIC , 0 ! JANET K WATERSTRADT #. STATE OF NHSSOLpr a `' NOTARY PUBLIC My commission expires:_ an_S 02-1 zx d u�' r AwY 4 I�P .7,;;yy,d•', ACS 1 "051\Atr\WM\SPECS\gg1A EXX ry'• May 14,200 .� '"� •i„,;�n'R,. ,ff•"ria�'1?�1.F,`},`t,R,�T•r�r,. ,} t r`�a •'e '?'t'r.;...a �•n•;r.:�7�J,r.,r�'6. t�'$',+ 'V,i S¢ § f,: w t f,i�1. .}n 'R/• {d. .,, ,il, •+ t 4.("('yjk� :)7} "FIJr I'„f„1:J IT'.%,( ,, ,11�:�e h . 'f)' •r ... f)1�•. + ti. 1. atEa+.,4.a1:.N, ,r..,,,d 'y4 :.'},. .3,, r<� 4b .t;"�j7j��^.r( , •r'c'9Cr^.,_a" �,? ,a.} ,.(? .f. ,u.'.�.:I tt,�. „tir tt 'tt;; E i .�ayyc;o Y .FYi'. ,{,,t7,j�f�n�S kyk t�Hr•�ry�y}�`Cr, 'p` '�, c r!r. y1..4 .:7 }{,,,, "�t'r@ ��C. t. �tlii. slf :1".- ^'!: i('.{.,.l ;:t,1.,t�.f',u.,. 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't• r 7.? .�t ' '7 r.',y.n.,.,,]:>e�l�.$:h•'1rc et i ',r}.i�'S 1 . �r:S�atf(: ,� '4', � 4'"��ji'S�., 7 r�,�i k.S t�. �I`�k� :r'.'`}i '7. fit:., Y' a r. 1 t i �' i r�t✓.k �4M1�,4 S t. �,`i t.6 ar I t n ,r�qX .t t5�,'f. y t 'i•;@: ` ,� � '•n�' i+ t�x'1 A �'/9V_.t r7.STS• 3{,,�`aa t.,ly. 7 _,. .{.P,i.x :7•t. .S .t;i;..f N,..,.d,^, ,v,.;,r.f ..irof f +: 6.,.,�,:,gt,r}.,l.Z�{,11�?k`8�,�" � a.} r 'k�i:i.i'�.';ca7L.frkti�;4Y.bail a:a:s.'.s....writ+Ja��r+.•rxk{.,;+w;wt::vas......,....+:1..a.�es.t+rwaxa�i�t��4T t+A�i�, ?k�lAL1E.�#'hitJ<aFd'.t�.4ttblAliWfari+iw.a�+.;:i,�t's:�M:J:�,'';�`-0�Hi'!�.',G!ii'»6tx�:'.+�4�J114r +�MS��i� r: CONTRACTOR'S AFFIDAVIT h., NiA y This affidavit is hereby made a part of the Bid, and an executed ropy thereof shall } accompany each Bid submitted. "" g i`�CM f STATE OF ff\ ;55cjtArt ';; COUNTY OF _ CSI e. The undersigned C4 u-L of lawful age, being first duly swom states upon oath that he is � V; ce Presl�lev + , r a of ,' t e: `. 1Cj h 5cJA ►; e rs LV 4Vc. ► V..1 {Ah t .?04 the contractor submitting the attached bid, that he knows of his own knowledge and states it to be a fact that neither said bid nor the computation upon which it is based include any amount of monies, estimate or allowance representing wages, moneys or expenses, k} however designated proposed to be paid to persons who are not required to furnish ® material or actually perform services upon or as a part of the proposed project. .1, � �.ti�.—.� � �7..�..�"�-� �11�Sys �•t'�'ra%h,NJr;�1 t •'riipt�i. AFFIANT T Notary y Subscribed and sworn to before me, a Public, in and for the Gaunt and State aforesaid, this 5`" day of 1,,t1 e , 20 c1 •a r a xA'�''tsf� NOTARY PUBLIC ># JANET K WAS r My Commission Expires: " Z�' ��a NOTARY X006 r'S CA 1 �` .+0n',AMvrrt-.srccsNaxuxax May 14,2001 � � d` � h � ,�+I}ps a' y,•.si":'Y,y�'Gl.«,.1. Yx't�. m v t. �, „v) ., 'tt't,�• d¢. S�}'. s `!"m .r; .�^'!t�:ft•� Y S'"'1t+7, ,�14t j?E -)N r .{5s,�r;i�,y�f,}::� �''� l.� „s�""r'.'�5 X t t+ '.i r , ?� � ,��;'¢�{'��a t. i:J�t;^: F T'�t$+aJt�F'�}�4�.4t41�){t •}'�t7$ �7'� .'al'F�� r P`a° br�;' F ., .5.. {� Z S. ��y�4?'t �'• } f�st"yrftr+: .fib yt��'if r 7R ER •' >• ,wi�1V sY s) F.4,EEif y,�5; .Air trr' Clf,:''1.tit'y!'L•Sij}]':vt�jKf}k,t, ?, ` 57 r t''si't'�yr. :1: .,''�P� r '•1 '� :'';;l•:r,.. 7 .i. 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'q,Yy7t�iiii+$h4}krnw�a�A'r,l,.Yl/sr:ii,�e,+',4+w«1ru+A�V�vX+�++�:wwt.i.:�7+...,....,.tr.Y•„ . .,.t.... +.v,wv.+*.Mk,«sftt+t;a9'�}bCt`.!rlt�''Y{S}}?1Etr.A'�•dttr}tA?/rA*'darp,.te+E.�i.i«r.+....,.t,t,._.. ..�an"..uk..w'.+.«..•.ln r• 1,771 :� Mt MINORITY BUSINESS ENTERPRISE STATEMENT Contractors bidding on City contracts shall take the following affirmative steps to assure that small, women owned, and minority business are utilized when possible as sources ofk ;�}}4`j'd ;-s suppliers services and construction items. :,�'',•' k,';'` �",l fir!, �• � 1. Contractor's will submit the names and other information if any, about their MBE sub- contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified MBE sub-contractors °Ae ,•� ;$; when possible on City contracts. •"tf{;.. 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies,, services, and construction. PP 4. Qualified small, women owned, and minority business will be solicited whenever they are potential sources. r. , 5. When economically feasible, Contractors will divide total requirements into smaller tasks or quantities so as to permit maximum small, women owned, and minority '. ' }; ; �t€ t business participation. 1 a " t, r 6. Where the requirement permits, Contractor will establish delivery schedules which will .,'�rrTt encourage participation by small, women owned and minority businesses. 7. Contractor will use the services and assistance of the Small Business Administration, w, S the Office of Minority Business Enterprise, and the Community Services Administration. 8. Forms for determining Minority Business Enterprise eligibility may be obtained from the { y�" Department of Public Works. L' tS f. t� MBES - 1 : ` r a4��nwmsrrrs�aat�cooc May 14,2001 t --777•;,;,;;r« -,•rn--'w+�r••-• --�'r'.',.•r•� 4 "f7p�, f nx;ua y •' i�1 aas1 .}!!lt,t y' n x c a,l'c t'A r{�14,.s. nkl 7t, )Z„t?4 ta�'t Y `t •��,,• :1 k�¢.4'Xt•,!r."°pl��?.tt,{h; i1.�. j(� '34,j{'�y it ;tS1,, T e r•�. { 'S� 3v }� .�jGl' tl :'1 "•4 Pe/��.�� '}y::SlY`'f�i' JlTdl+ti't��, 19,��? .r / ) ,}. ��1 .�i.•t,.t1i„y� A'.' '� '�'' v��' J ' 'k�• i � r.. y . •��t J` "a ,, s� 03� a < uY y ft'i h} S ci'{�' `�Y, y�,,l� 1��, .k ,U„,'j J F><.,�rt'-t f ar K i yti;;>r iii};+"i'�"'p kz•(� 5 r>, Gr' F r��y�yi �,ji"45dy, �4 k,s� ,��r�-g','rh�.i4. i ly q�JaY�i'y��1?'1iS'h'•'�)Gt t � Q`th. I^� t F, 3( • ��f;R11�� }. A*1+F'�' �a,,rmvF. ..�,.'rC�, .;'t.. '� .N.{1�. .�•'Y i rY'•('�",qt •,}r•.� .tyt Y a sh'i �? 3 r w ;4'•.�NAY t• 1 y�yy 'g7” �'. ivs y4 tSfiFst y�S�tl k tt t,t:rr`G:• " t .r. k),�°} .tt a t $ k ;.?w tr..EN z •� .F0. gFly'� tu sj��}: Ay'tY,j. 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E•,'tf.:,:`('t=Yt't b��111`.,�f;1;,�; h',j�'j{ 1tx 1 t. 7 tt + Y'Il'' 34 ,.f+r 'fa �•<.•}[ ,tt � tty fats .t.. ,�.�+ t��i;r�P 3 .1,4'1 �''.!t3 r. ;r r 7 •{ ,I ,I t S`tt. +.}�',. ,, ti..Va.rS�i�� t'f;iS tf 'iA� 'K�1•, 7 ��jj ' ,» ;S' •t, ``yyfl��£�j��rttt'�,{.°'"'!Y{{e3,r•d. 6.YT•' iL l:y t$�i t 1 1 r j t �n `'t � (.1,: 4.: d 4t�I. rh.' �:�'.�L+'�21ffr` f'° t�S�+i;}t, 'L r � t•,�'�.��' .,rih�k'r., .;�a�.z,cl"d:A ti �#,':.ttir t: i! � ,it � t t ��' •1� { r°I,�t,�ti >{j-�;, '� 1 '?1{� �'rtC� r'• ,j t y , r t nf�w..�at".....�.,�"' ,;.1::,.i::i�1"«w..,PJ::r.G:.l'�+Cr�i:i;iir}!}rS1.J:ec.[.►i' t�U'M�f 1.y,�tbYi>�/Xkkw»�wi.Li,+�,.:,wr,L;:;w.:;i+.;,r'C#,+iu.�ron++t•4k«J.tuu:;:,_,,..,,...,. ..y.n,.;,Lvl,nrkr:rtr�!L''fUt�":Gtt3Y:'S`9itrttld'`ul tf�+9'tt•"td.A.uuuY115MG"d,tttt� + t`,", i`-lrr �•;, �r1 cr' ��' t MINORITY( BUSINESS UTILIZATION COMMITMENT A. The bidder agrees to expend at least two (2) % of the contract, if awarded, for Minority " Business Enterprise (MBE). For purposes of this commitment, the term "Minority Business Enterprise" shall mean a business: ki•:;- 1 , Which is at least 51 percent owned by one or more minorities or women, or, ' . a in the case of a publicly owned business, at least 51 percent of the stock of owned b one or more minorities or women; and f which is own y 2. Whose management and daily business operations are controlled by one or �4r• },=�d" >''` more such individuals. + "Minority Group Member" or "Minority" means a person who is a citizen or lawful7;.°� '. permanent resident of the United States and who is: 1. Black (a person having origins in any of the black racial groups of Africa); ty 2. Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, South or Central America, or the Caribbean Island, regardless of race); +7`. ! 3. Asian Americana person having origins in any of the original peoples of the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands); r {t' 4. American Indians and Alaskan Native (a person having origins in any of the wvr' tys original peoples of North America); s {, 5. Member of other groups, or other individuals, found to be economically and social) disadvantaged b the Small Business Administration under Section Y 9 Y 8(a) of the Small Business Act, as amended [15 U.S.C. 637(a)]. 6. A female person who requests to be considered as an MBE, and who "owns" .Y. "controls" !'�i�5 •}3., and controls a business as defined herein. `ri Minority Business Enterprises may be employed as contractors, subcontractors, or .. ' suppliers. n Y i MBUC - 1 rr�esoons�ene, May 14,2001 ' .�.. �:':tZ'^/', 'S'.-T"'."!+ti?^,!r:1�Mw, !en+r....n.... .n-. y..5, rvk'P .f17;� 3t ; ijis.i+,'i'.t+:•Y :fit', rn{ .a+•. .,..'.'1'.S�S'ti, 4??,y".f?:r ii:.:tS:,t»11�--'fv 'jAl.,1",1' '}"+s"k r 'a'{"* •i.�•yaj nQ�."CQU„1 {pv:a,f 117'. r' sYi.•P �'" ^�''.t,"' .,.1,fit{. "i tks�i {la`,,:>' ' ±•. '', r ex{:..... xtkaj ) t ;t ,}ryl <•n , >. 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The bidder must indicate the Minoru Business Enterprise(s)rises proposed f`# u� •r � Y rP ( ) P p d for utilization as part of this contract as follows: q r 4t:;jat;i if tM1�t:, 4 Name and Addresses Nature of Dollar Value of ,,�«-}�:,'�•;.,��r��.-�= Y r of Minority Firms Participation Participation5 ` a'R yqt't �� 00 rt.rrtt , ;' r3s Uax�r1' 'r Total Bid Amount: 1� O Z`1 Total: 5`�3 , o a ' Percentage of Minority Enterprise Participation: F'`i '�,}''rt,:�>i tai•�: C. The bidder agrees to certify that the minority firm(s) engaged to provide materials or tit �. services in the completion of this project: a is a bona fide Minority Business '. *! _� 'F ' Enterprise-, and b has executed a binding contract to provide specific materials or °s services for a specific dollar amount. ' A roster of bona fide Minority Business Enterprise firms will be fumished by the City of Jefferson. The bidder will provide written notice to the Liaison Officer of the City of Jefferson indicating the Minority Business Enterprise(s) it intends to use in r'"•._ conjunction with this contract. This written notice is due five days after notification to the lowest bidder. Certification that the Minority Business Enterprise(s) has executed a binding ' a ' ia " contract with the bidder for materials or services should be provided to the MBE r+ Coordinator at the time the bidder's contract is submitted to the MBE Coordinator. F' 5� ,r'ii�'` tit. ..,,xi•✓�%q;• in E" � �r,Kt� '•rq�. Breach of this commitment constitutes a breach of the bidders contract, if awarded. ! � D. The undersigned hereby certified that he or she has read the terms of this commitment x• ,i and is authorized to bind the bidder to the commitment herein set forth. q F'F. 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G'. 47,C AFFIDAVIT � �k COMPLIANCE WITH WITH PREVAILING WAGE LAW Before me, the undersigned Notary Public, in and for the County of State of , personally came and appeared ''ri �"4' NAME POSITION of the NAME OF COMPANY f ,I (A corporation) a partnership) a proprietorship) and after being duly sworn did depose and say that all provisions and requirements set out in Chapter 290, Section 290.210 .s " :: ;,: y' J, through and including 290.340, Missouri Revised Statutes, pertaining to the payment of xi• wages to workmen employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with said provisions and 'J ' x;.F t n;.•: ;,�,;• requirements and with Annual Wage Order No. 7, Section 014, Callaway County in � •� carrying out the contract and work in connection with Project No. AIR 016-40132, Jefferson City Memorial Airport, located at Jefferson City in Callaway County, Missouri, and =x • , completed on the _day of , 20 gfit„ SIGNATURE M1i. 'ti �� '•;�' GiF aFti+. ► Subscribed and sworn to me this day of , 20t�r'R` s �� (i rr iii�� t•i��.,x,�A. NOTARY PUBLIC � '� .t My commission ex pires: STATE OF MISSOURI ) : )ss kit4tiJ j COUNTY OF ) ; �� , t, APW - 1 (, 4,l%f\ACr11Vtr\SPECS\uOILERC C May 14,2001 f >S' ,'1!i '1$,f'�R'{H"�4{t.�Ts :'rJ.' ;4.J ;�'�F''..''.,?"%�•�?'."T' ,,� ;..iy..,;•'+'Gi..,°i�ni',tS,H 'l'.,} apc•'4 l ire � 'fT. ,� _ l,S"^' t gyp.- „•:q�,*�p ;fi Cr C�t4rr i,t P 'P4„u +•t s.,Tp�•fir'{ ;„ J x.. ,} j } r t7p�,ez }�,. `� „7 1 `1 )"t.•�t �• �7^lI fJ4 .� ,�'.fjj�t,'�.i J� �� ! 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'(/&.I !r`/•t �� t, +L.Jy;`+,�Tl�'l�i �•4-� MEL CART`iAHAl`I, Governor Anstoqhual Wage ur(ite-&-r ht: Si•l; Section 014 CALLAWAY COUNTY t in accordance with Section 290.262 RSMo 1994', within thirty (30) days after a certified copy of this Annual Wage Order has been filed with the Secretary f State as indicated below, any i Y ; person who may be affected by this Annual Wage Order may object by filing an objection in triplicate with the Labor and Industrial Relations Commission, P.O. Box 599, Jefferson Ci//•,�!! MO " t' 65102-0599. Such objections must set forth in writing the specific grounds of objection. Each :x�+��; ;%�%`�• objection shall certify that a copy has been furnished to the Division of Labor Standards, l.�xlY' P.O. 7F Box 449, Jefferson City, MO 65102-0449, and to the party which requested this Annual Wage Order pursuant to 8 CSR 20-5.010(1). A certified copy of the Annual Wage Order has been filed ` ` with the Secretary of State of Missouri, ;, IFU L DD ., AR i3 . M �. Q 200 Colleen A. Baker, Director t>; Division of Labor,Standards e o c c.. l ''r&w•t Filed With Secretary of State: SECRETARY OF STAT APR 102000 Last Date Objections May Be Filed. rya r ANN,' Frepared by Missouri Department of labor and Industrial Relations >r F�:."T`e�'•' "}^;+C:SST, ;�� r'"r^Sa 'riL �S•�-F."..y,� i''+' 'r.•h "t• t..'r f S t'� e�Y;q,•Li,c��,r .I„•m ,f3.ilfi ,:}� ,,�}},,.r'1:: C i � F;.' I •Y t t1 ::� ;i� at' st '� l:�,T S '�f� „� •4d;14� ;.t, '. y S' J'ik 15.{r^ I?+ L iFt"IL;Si.s'i ! r i' h a ,n`r?7,f ;,`;4 yi1 I1• C.',fYy.; : 7;t yt , ,�;FhI,SS l!r ,1'`}S t s{1 1 f+ Pt ,S` •t 9+2 It '+t t k s(�,•.. 1 h..t ,e3e5 ', IX ., r•;$ Piyi (�� at'ye"'.#yt r' •,i f:,,+'ititi rt v° 5�`t}1+5" 'J. 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' '� 4.. ,:v3i s n..yi5 w.`o..... ...._..............a....,..,.vw.t.r wvHnriial L } '� St} 7•}�}t � ,r..n.n1:tT..ur eitr'«i:Lw 1a'Y:S.Y 'f""'• iY r' �(.� Building Construction Rates for c, REPLACEMENT PAGE t :•� ' CALLAWAY County Section 014 ,r u ec ive Bas ver- ►; OCCUPATIONAL TITLE Date of Hourly Time Holiday Increase Rates Rates Rates y Total Fringe Benefits i Asbestos Worker 10/QO $27.54 55 60 Boilermaker $8.76 _ 9/00 $23.36 57 7 Brickla ers-Stone Mason g/pp $10,545 r $4,90 _ $18.80 59 7 Car enter $17.38 60 15 $5 84 � Cement Mason $18.04 9 g t,;,1 Electrician Inside Wireman $5'02 'j $21.37 28 7 $6.69+ 13% J Communication Technician USE ELECTRICIAN INSIDE WIREMAN RATE Elevator Constructor 7/00 a $27.765 26 54 $7.815 i:r.'r�:' •,�;,. -1 Operating En ineer Group I i _ 5/00 $21.27 86 66 $10,72 r i Grou II +:• .;:�r;4•;,,::,,; s 5/00 $21.27 86 66 $1_0.72 Group III 5/00 Group III-A $20.02 86 66 . # 5/00 $21.27 86 66 $10.72 ,! $10.72 +1J ` Group IV $21.97 86 66 Grou V $10.72 5/00 Pi a Fitter $23.27 86 66 $10,72 -, b $25.50 91 $10,83 ' Glazier $11.85 69 Laborer Buildin FED $1.82 `x`'• y General +` $14.80 1 -- First Semi-Skilled $15.15 10 7 $5.40 tl 110 7 $5.40 Second Semi-Skilled u` ,:' on Se filled $15.15 '.<, 110 :a Lath 7 Lather USE CARPENTER RATEn'��`ri Linoleum La er&Cute ,'t '`%°<«'+`f. t r USE CARPENTER RATE Div r Marble Mason 6/00 $18.80 '5` 59 7 Millwri ht $4.90 J $18.38 - c;?r',#s•., 'S ;i Iron 60 15 $5.84 '! Worker 8/00 $24.34 11 8 :.i Painter 4/00 $10.79 -mot $18.34 18 7 $1.98 ;g1K�j ti;ti: j Plasterer PI $17.11 94 Plumber 5 $4.76 ,, .: :x ;?';:r. "! S.i c $25.50 91 69 1 Pile Driver 60 $10.83 !7i�ps,:;S*U`. 't'4 9 15 Roofer p $18.38 $5.84 y ;s1�; t 4 10/0 $21.50 12 4 � Sheet Metal $6.24 !' r� r *?yi,tc f..s•.. } Worker 7/00 $21.07 2 40 23 7.30 S rinkler Fitter 1/01 $26.59 33 $ `� �•r { yaa.tr ai Terrazzo Worker 6/00 19 $7.45 ,�' � ''`; t?' ? Tile $18.80 59 7 e i i Setter 6/00 18.80 $4.90 $ 59 '7 $4.90 'I Truck Driver-Teamster . Group 7 u I $ 70 101 5 Grou II $4.U0 r,�ja ; rt y'r tj Group III $18.35 101 5 $4.00 �h�;�.�+�,�rta��{�zlir, A:i F:;; $17.85 101 5 `u;.a Grou IV $4.00 i � $18.35 101 5 Well Driller $4.00 {?r yt USE BLDG.CONSTRUCTION ENGINEER GROUP II RATE tA� Welders-Acet lene&E F `.a irk lectrtc Fringe Benefit Percentage is of the Basic Hourly Rate • Attention Workers: If you are not being paid the appropriate wage rate and fringe benefits contact the Division ° of Labor Standards at 1-800-475-2130. 0 Ell "'Annual Incremental Increase 'SEE FOOTNOTE PAGE "11 ,I ANNUAL WAGE ORDER NO.7 1/01 i i i �,...., rn� f i • I' 1.1•!fi ,rf , IrL' t ( .t tr r f..,, . . r•....,Y. tt i T' , ,tt re R, E..'t r f ?t 4t r� •(, q... 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Building Construction Rates for Section 014 ' CALLAWAY County Footnotes Mkt ec ive as c Over- Holiday ` OCCUPA'TIONAL TITLE Date of Hourly Time Total Frin a Benefits Increase Rates Rates Rates g o,. ty, " Welders receive rate prescribed for the occupational title performing operation to which welding is incidental. yA g1`5 .t� ° Use Building Construction Rates on Building(s) and All Immediate Attachments. Use Heavy Construction t rates for remainder of project. For the occupational titles not listed in Heavy Construction Sheets, use Rates shown on Building Construction Rate Sheet. +: -Vacation: Employees over 5 years - 8%; Employees under 5 years -6% 3.5 All work over$3.5 Million Total Mechanical Contract- $25.50, Fringes - $10.83 u! r1 t5 J t7, All work under$3.5 Million Total Mechanical Contract- $24.16, Fringes - $9.08 c-All work over$3.5 Million Total Mechanical Contract- $25.50, Fringes - $10.83 ' All work under$3.5 Million Total Mechanical Contract - $23.66, Fringes -$9.28 0 {} , - 1 in) i r F` ANNUAL WAGE ORDER N0.7 3/00 I,� r f; • • .rrY ;.2 5"'^'�dT'�jy,�'>n°{:t.i k;�'? ;- �{:, 5 5 t 7jrte �y.:rq��,5^^.}�.-�d� } ��"�y1t � q�. ,, ,tr + t T'. q'd'x�'�'y� � Y. a t 1 �'�+y� -'S`� }.G,'Z` ,{`i':.•r-y s',".�? ��**r1.•{{ � �` �':'9t + y'U i.gyp. .;. y w +t � " ht .,y zf �},s�i• � !r, '+ti�y.{- fir.w;�r1 r ir�}3�i°�'t F�''sartj;Z:4}�y j<„}4S S�,_'(('07r1'��{�L;1,•,;\!v a.1%7' •':k�rr 1.��6_l�r,�+r7,•kt't 1 ri1 l'��•w f,i,,4(.t ts•:�.y'i�4,`i!..r,.f,'sra-.ti'4 h{-'{a.'�Y,t,l��,r:'��„.e tl��+�.,�.{t t I r'%',,F...(s!�s�J,4r�Gl a.��.rt'r,t�1 f$'ir 4,1:3 y+^tr a�.'y.f r..�•'�x<t,,pF5 yt'�'1.;v;Ir'i a V -,�g a} ha �(��r,m d i}i(;.t.,�r',�11.I5}r1'.Y�;r�y";.;1 h+'�i•t.;>�"ry1 f's:Y��'s°'ZN R�{v;1.'.tT-t;�r��1•{�.�rl b•{�r`cY i,.,j 4 X rS?K+i,.�ff,'i:J t'r f-0 s��T�^f•c r,''?"�n{��..r F:.;r Yr ti4 S r,}k4�,`y S r�1i-i r'lr',s..,,u(ttS�;y}e;t',�h i$4 1�}I e�{��v'�.ws�,:.°¢�s�x+y�'ip.V t-�r'�r�-'.L4,"S��-x;,r1�t M.)��I t.�r,�i,j�,x�f`.�.r,.'"Y r'�•a w.P,�"s��.t.P£...}r^'r.��trE'#„;eJ�'t�--S e.,,,..'y'.i i f�i.;r s t+�s�`.�;ry�i6 t!a+a ii�y<15 y1r,,}a'F 1: r r.,j�✓{,�f�'rk4,'Q+r..,y�*'i;;��}�,,,f�,�'•�y r'• w�G f(.t.-.{. �Y q i fi{ ,{ .” �� #s � ,. r z.x. �.:.{•�- ,!J A , 5 q�^ ,,.. !'}, rfyy/1 J {r,7r7 ly�,+ �}f�;tli r ;�y `+J�� t 'Al rtf a Y't�rrsk�'. i kv 1 7.'�}. 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CALLAWAY COUNTY OVERTIME RATES—BUILDING CONSTRUCTION ` f r FED: Minimum requirement per Fair Labor Standards Act means time and one-half(1 '/2) shall be paid for all k,•a,<• t' work in excess of forty(40) hours pet-work week. . , j t NO. 9: Means the regular workday starting time of 8:00 a.m. (and resulting quitting time of 4:30 p.m,) may beV' moved : a.m. or delayed one hour to 9:00 a, . All work performed in excess of the regular work day d forward t 600 dled m �� r {r,Ft r�,'�;i :a and on Saturday shall be compensated at one and one-half (1,2) times the regular pay. In the event time is lost I<?,"kx,xy ( i.'µ`Wit during the work week due to weather conditions, the Employer may schedule work on the following Saturday at `i r straight time. All work accomplished on Sunday and holidays shall be compensated for at double the regular rate ,�•;x.,,.'+r•,�. t;�._ of wages. The work week shall be Monday through Friday, except for midweek holidays, i(i5t'l,t+ NO. 11: Means eight 8) hours shall constitute a di '� work, with the startin time to be established behveen 7:00 s.: ' ^ ' a.m. and 8:00 a.m. from Monday to Friday. Time and one-half (1'/z) shall be paid for first two (2) hours of overtime Monday through Friday and the first eight (8) hours on Saturday. All other overtime hours Monday through Saturday shall be paid at double (2) time rate. Double (2) time shall be paid for all time on Sunday and recognized holidays or the days observed in lieu of these holidays. +,l r NO. 12: Means the work week shall commence on Monday at 12:01 a.m. and shall continue through the following Friday, inclusive of each week. All work performed by employees anywhere in excess of forty (40) hours in one (1) work week, shall be paid for at the rate of one and one-half(1'/2) times the regular hourly wage scale. When a holiday falls during the regular work week, all work performed by employees anywhere in excess of thirty-two (32) h#r'E�`i" "'x... „�r`�;Si;�,, hours during one 1 work week shall be aid for at the rate of one and one-half 1'/z times the regular hourly wage ( r� k{+'fit;: t. g ( ) P ( ) g Y scale. All work performed within the regular working hours which shall consist of a ten(10) hour work day except in emergency situations. Overtime work and Saturday work shall be paid at one and one-half (11/2) times the :ry,fr,. ;,•� ,"{,. regular hourly rate. Work on recognized holidays and Sundays shall be paid at two 2 times the regular hourly U h ts, rate. Jlfd`�,�i r.t NO. 18: Means the regular work day shall be eight (8)hours. Working hours are from six (6) hours before Noon y r�It j 12:00 to six 6 hours after Noon 12:00 . The regular work week shall be forty 40 hours beginning between 6:00 a.m. and 12:00 Noon on Monday and ending between 1:00 p.m. and 6:00 p.m. on Friday. Saturday will be s (.V paid at time and one-half(1%2). Sunday and Holidays shall be paid at double (2) time. Saturday can be a make-up (:�H� E tr+,., day if the weather has forced a day off, but only in the week of the day being lost. Any time before six 6 hourstyr, before Noon or six (6)hours af3er Noon will be paid at time and one-half(1'/2). NO. 26: Means that the regular working day shall consist of eight (8) hours worked between 6:00 a.m., and 5:00 y�SGN�yrKy;,tfiv p.m., five (5) days per week, Monday to Friday, inclusive. Hours of work at each jobsite shall be those established b the general contractor and worked b the majority of trades. the above working hours may be changed br�'$'r)'' J' > �, tp;ur sr Y g Y .1 h' ( g Y g Y mutual Agreement). Work performed on Construction Work on Saturdays, Sundays and before and after the ( rt regular working day on Monday to Friday, inclusive shall be classified as overtime and aid for at double 2 the r. ` -• b g Y Y Y t P • ( ) rate of single time. The rate of pay for all work performed on holidays shall be at two times (2) the single time rate , :,. . of pay. }�*c,1;««'•,: ��.�, Lj Sits If i ANNUAL WAGE ORDER NO.7 Aµ7014 OT.DOC Page I of 4 Pages `kti,la ?1, ...Y. .. .,...,... .,,;.... .r c c.. •',['*”a't r•-1 „r^' -nrr-• ;r.,,^•x�-,.,.,'T'n;, .'F�• u' .ra ¢F, ..I , 'y�'r .'ry„"""•.,.. "`i'�,F;,,,,.:i .i,•• .,,r.. r .. }� �e.�'w. �,,1;v•y'�ri 4�i A„S A�:'r Lif.;`'tF.;;;:.)';n f i J t}.f, ,i S f+!}'.tr, 'fFr p:ti i`(i�G. .t,i. 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'V�`S3 :�r�v,�fS.�, t�i.:t�r!,it�. .r{;i t�i F ,{ 7�' t .r i r �t, E k.��. ,'41:::Fi.s;l,, jf..••S,t„r-a:{:'dy'�;•i5 !�'S S79•g�� A �` ,�,�•U+,`,(:Ai t.} ...1.5 't 4. �,1+,•. „f�,'St'A {{7', 'l ., �:, .,,l .,j ,, ,n,F.iit1't,l Jx,:'t.l(' • x' y ��r'Y�.., .4y.1+ 'SJ,t. y�•.Crl�•�`'x j ri t u� «.r' ..Y ;'. f', t f'tt �i F'.. , s � �J} �C� ?r�)t;',�tL,t:, {t' � ��# ,. .� •�r��,, ,CC .l{p. y;. �yr� d � 7 }} �y.Y �• r2 A0 s of r t r � r --trot + ,P t t ( .,. .., .,_ .. .. -.. ..... I:, �(_;` ,d,C '�'f. .'i in.t,r+.roa,» ....,—:.i,.a...wr.,� t �T�`td{Yk`• .«},tit!{+fd+�vfl�.'�tiSM,f�?*'NrYfr'strm•Jo,.na=«J•r._."..,.�'.,,..•,S:,••••:. .. . t cy, CALLAWAY COUNTY OVERTIME RATES—BUILDING CONSTRUCTION kt > NO. 28: Means eight (8) hours between 7:00 a.rn, and 5:30 p.m, shall constitute a day's work five (5) days a a? � week, Monday through Friday inclusive, shall constitute a work week. The Employer has the » r; option for aworkday/workweek of four(4) ten(10) hour days (4-10's) provided: -, -The project must be for a minimum of four(4)consecutive days. qf, -Starting time may be within one (1)hour either side of 8:00 a.m. -Work week must begin on either a Monday or Tuesday: If a holiday falls within that week it shall be a consecutive work day, (Alternate: If a holiday falls in the middle of a week, then the regular eight (8) hour iii{1;��} '1`;,i? :5' schedule may be implemented). j `{r' 'r�'�t -Any time worked in excess of any ten (10) hour work day (in a 4-10 hour work week) shall be at the appropriate overtime rate. i f+t t ;:• !: l .; All work outside of the regular working hours as provided, Monday through Saturday, shall be paid at one & one- a half(11/2) times the employee's regular rate of pay. All work performed from 12:00 a.m. Sunday through 8:00 a.m. 1`.;;,L:;<;•�;i " Monday and recognized holidays shall be paid at double (2)the straight time hourly rate of pay. NO. 33: Means the standard work day shall constitute eight (8) hours of work between the hours of 6:00 a.m. and '! ?1 6:00 p.m., or shall conform to the practice on the job site. Four (4) days at ten (10) hours a day may be worked as straight time, Monday through Friday and need not be consecutive. All overtime, except for Sundays and holidays :..},t:.,,... shall be at the rate of time and one-half(VA). Overtime worked on Sundays and holidays shall be at double 2 i M, time. NO. 40: Means the regular working week shall consist of five(5)consecutive (8) hour days' labor on the job , , beginning with Monday and ending with Friday of each week. Four(4) 10-hour days may constitute the regular >'.,zw? work week. The regular working day shall consist of eight (8)hours labor on the job beginning as early as 7:00 ,�+y j y!'4SxP; li a.m. and ending as late as 5:30 p.m, All full or part time labor performed during such hours shall be recognized as ,�•; regular working hours and paid for at the regular hourly rate. All hours worked on Saturday and all hours workedt ''s':' in excess of eight (8) hours but not more than twelve (12)hours during the regular working week shall be paid for at time and one-half 1'/z the regular hourl rate. All hours worked on Sundays and holidays and all hours worked in excess of twelve(12)hours during the regular working day shall be paid at two (2)times the regular hourly rate. In the event of rain,snow,cold or excessively windy weather on a regular working day, Saturday may be -`' designated as a "make-up" day. Saturday may also be designated as a make-up day, for an employee who has `'•.:?:?� missed a day of work for personal or other reasons. Pay for"make-up" days shall be at regular rates. ;'t r1t ,,; >c NO. S5: Means the regular work day shall be eight (8) hours between 6:00 a.m. and 4:30 p.m. The first two (2) �'=� and the first ten 10 `�';' hours of work performed in excess of the eight (8) hour work day, Monday through Friday, ( ) hours of work on Saturday, shall be paid at one & one-half(11/2) times the straight time rate. All work performed on Sunday, observed holidays and in excess of ten (10) hours a day, Monday through Saturday, shall be paid at double (2)the straight time rate.y NO. 57: Means eight (8) hours per day shall constitute a day's work and forty (40) hours per week, Monday to ) kx'yr.;,r. Friday inclusive, shall constitute a weeks work. The regular starting time shall be 8:00 a.m. When circumstances r'•Syr�hylt ' < warrant, the contractor may change the regular workweek to four(4) ten-hour shifts at the regular straight time rate of pay. The first two (2) hours of overtime worked Monday through Frida and the first eight 8 hours on Saturday shall be paid at the rate of time and one-half(1'/z). All time worked in excess of ten 10 hours, Monday a; through Friday and eight 8 hours on Saturday and all time worked on Sunday and holidays shall be paid for at the .ry:Cr; g Y g ( ) y double(2)time rate of pay. " ANNUAL,WAGE ORDER NO.7 AW7014 OT,DOC Page 2 of 4 Pages ., v� f• .lp'.S• •':ri' /� f !� fC}X'#t _ .M+nr ,».,,,......»..-„ r .1 .rr� .!,^,...••..tl"".'"'• •r f'"'J? 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CALL.AWAY COUNTY OVERTiME RATES—BUILDING CONSTRUCTION S•: •�z;tf�'r iTi�ty' NO. 59: Means that except as herein provided, eight (8) hours a day (which may begin as early as 6:00 a.m.) shall constitute a standard work day, and forty (40) hours per week shall constitute a week's work. All time worked r outside of the standard eight (8) hour work day and on Saturday shall be classified as overtime and paid the rate of 4�` t. time and one-half(1'/2). All time worked on Sunday and holidays shall be classified as overtime and paid at the ratet'`'=;` of double (2) time. The Employer has the option of working either five (5) eight hour days or four(4)ten hour days I;:x,•;:' :;,F;kc;;�=;,.�� ' to constitute a normal forty(40) hour work week. When the four (4) ten-hour work week is in effect, the standard work day shall be consecutive ten (10)hour periods between the hours of 6:30 a.m. and 6:30 p.m, Forty (40)hours ;'.,•,� per week shall constitute a weeks work, Monday through Thursday, inclusive. In the event the job is down for any ..t reason beyond the Employer's control, then Friday and/or Saturday may, at the option of the Enplo er, be worked r::',— ';',r;�,>t:;�'•�:. �. as a make-up day; straight time not to exceed ten (10) hours or forty (40) hours per week. When the live day (8) hour work week is in effect, forty (40) hours per week shall constitute a week's work, Monday through Friday, inclusive. In the event the job is down for any reason beyond the Employer's control, then Saturday may, at the ';z;:; '�y''., .' option of the Employer, be worked as a make-up day; straight time not to exceed eight(8) hours or forty (40)hours per week. NO. 60: Means the Employer --,t Em to er shall have the option of working five 8-hour days or four 10-hour days Monday through }(s;l;s,;fi't;;,<`:;::",`f,'°}�;_.�;�,•:„`,�%� � Friday. If an Employer elects to work five 8-hour days during any work week, hours worked more than eight (8) per day or forty (40) per week shall be paid at time and one-half(1'/z) the hourly wage rate plus fringe benefits Monday through Friday. SATURDAY MAKE-UP DAY: If an Employer is prevented from working forty (40) hours, Monday through Friday, or any part thereof by reason of inclement weather(rain or mud) Saturday or any part thereof may be worked as a make-up day at the straight time rate. It is agreed by the parties that the ., make-up day is not to be used to make tip time lost due to recognized holidays. If an Employer elects to work four i 10-hour days, between the hours of 6:30 a,m. and 6:30 p.m. in any week,work performed more than ten(10) hours per day or forty 40 hours per week shall be paid at time and one half 1/Z the hourly wage rate plus fringe '��{s" `` ^ benefits Monday through Friday. If an Employer is working 10-hour days and loses a day due to inclement weather, the Employer may work ten (10)hours on Friday at straight time. Friday must be scheduled for no more r i k than ten(10) hours at the straight time rate, but all hours worked over the forty (40) hours Monday through Friday ...r will be paid at time and one-half(1 ''/2) the hourly wage rate plus fringe benefits. All Millwright work performed inz�;ya »� excess of the regular work day and on Saturday shall be compensated for at time and one-half 1% the regular Millwright hourly wage rate plus fringe benefits. The regular work day starting of 8:00 a.m. (and resulting quitting time of 4:30 p.m.)may be moved forward to 6:00 a.m. or delayed one(1)hour to 9:00 a.m. All work accomplished ;,•~<_ .:;,,;,.;�,;;ti;•.7:: on Sundays and recognized holidays, or days observed as recognized holidays, shall be compensated for at double: Atyi• t.z7 13' rlcrit?,Cfy,- (2)the regular hourly rate of wages plus fringe benefits. NOTE: All overtime is computed on the hourly wage rate �.: plus an amount equal to the fringe benefits. kf� NO. 86: Means the regular work week shall consist of five 5 days, Monday through Friday, beginning at 8:00 t i,wF4:tf 1°f t, .> a.m. and ending at 4:30 p.m. The regular work day beginning time may be advanced one or two hours or delayed by one hour. All overtime work perfonned on Monday through Saturday shall be paid at time and one-half I Y2 of <t, the hourly rate plus an amount equal to one-half('/z) of the hourly Total Indicated Fringe Benefits. All work " r�r� P erformed on Sundays and recognized holidays shall be paid at double (2) the hourly rate plus an amount equal to the hourly Total Indicated � Fringe Benefits. NO. 91: Means eight (8) hours shall constitute a day's work commencing at 8:00 a.m. and ending at 4:30 p.m., allowing one-half('/z) hour for lunch. The option exists for the Employer to use a flexible starting time between the hours of 7:00 a.m. and 9:00 a.m. The regular work week shall consist of forty (40) hours of five (5) work days, ,! Y;; cis Monday through Friday. Employees shall receive double (2) time for over eight (8) hours in a work day or for over i tt ' forty (40) hours in a work week from Monday through Friday. Saturdays, Sundays and recognized holidays shall 4H41 Ili.. be paid at the double(2) time rate of pay. fit' '•'�t1jy:,:C,.�" '" ♦,�,�.•�5*`f a:i, f < ' 7 ANNUAL WAGE ORDER NO. 7 i AW7014 OT,DOC Page 3 0l'4 Pages �', q,. •a.. �+y»?'rr,.^.'.••.^ •-� 'r.a 1,: ,, '— ..wvTr.!w>.,wyry.rx...w,«. __•.r^ �,t.,,7{;. •.,w.i,....,•.k..,,..;��..,•�„":•?4T'""`,,y"""".'•rJr',`,1'••^'*�1Tt.• e'"5= �h � '.{�� 4�5... .W.,r,.. �d,)t:-t'r.,::t;:.lr! .pr• °i� 3 I ,l. 1.� al, _>...•.1, 't ,Jr y ,v .r�.>i:{ I"* ,.j�' .{,....a,..f[ :p•,6s ,,s' ��• t t, 7:.,�w. •1 .>.�„+�rtr":Y:,;�,,r,r}fv`',t, ��aa7.' ±'��, +:s�`, t ;'�% 4r ,;.', .,i::i v ! l :}`, t `,5 ,r r ,,. ,.yf .tpl ..t ,1... .,.• c3!,= .; i i•L�' ,p ��y1,� n74.5"�_ � r l 3 ./ +,� •t,•'- r 'i ."1:' 'i:� in 1 ! .k,' ti.. .l '§ } f3J T�x:'t;�`. i,:i�•�'•.i:i�"q' � 5.! i + •,J r ti t• r r t' T kdi. �. t 1E1.:';R: 'ia;,t i.J.x•.t.(514�iti : j!��,yyY^^� JR' :.?l '�� ,`I�� ',5r?y,,��f.`.�,',�t �, ��r.,c V i '''. + �• .7 1••,, x. ! x .,t,� Y. ,��1 Kt rt'�i. J."� i �r e�•• pfr :j r'vr 4 µ�xl rM1Swt !, kx,d, L. r �, l' 1 S r t /�.l Fln e/,'^,.i T.,,:S t'z':'`1a. :�:�,",�'S}.1 1:S� , ;.€�'r�ri.t�t3�".. ,s!,••a:t'e. +Y.., .`lfq, d l !� i. u ':S. 3 ( :3 'r. } ."t ! i..lxt rl ,i r•'tr�+'.iF'tfr`rj ,�#..; •Jw�- 4i,.. �.}. t;:;Ck} fI .✓, ,: 4t �t S' l. i._�i ir., se .>r^ s j��j ?�,� .r' '• z�lr<:.. �e>' ti"• ,;,f R` us a 9. y,, ,l;;u„ }• ',,n>e. .S'trK•4yy''+ (do+i S� :n • '1r• R,'! .,l 1 4 '1 .>` � ��.. V_ }, A,aH� t b• �,((d .'fy{ ,,,y.��,.r{�,,;.� �n�.',.tr f..t,... },. ,.px i '{c'' '..,(' 1 ,ff, st .41 �rr, •}J �'{,r ! r'l,r.;,rid., ,,t it yi}4+,�y 1. ,,4 ....�' 1r S,FIn,t4`7.j�t•.4 +1} t tr. kt.i ,/: }. , 1ti,'. t,' ! :.,r n?l�rr+k p � �� '�}},,°n,.w�J,''�° �`� �,.',;�•' �; +'' ',r',,.la .S. n•;n..�,�r. r• :, z ., ,}. .r i,l. ,,l.r},,'r ..t,1 ..fftt .7!•:�F, .?. 'k�y. p ?'F x�:.!4t?• Vy�`�S' r ¢,' •� � rt+fz r,, ;.�. {,,Xfkg •:�• F t,x r 7 .,, .r wa t'r r, � S. t 'z,..+ 5 �` , �t, "� Y{ , �, � � t � r;� ':e' r ,r .r.. x:..;5`� Y'. �}. t i i r„hCd>;J .� t 75'��1��,�k13�✓�+ ; ql .J rr Y,. 5 Sr•<�tr {ftg`�, A t l u r t 4Yt/ l tr ,d...}Jt1 hr f•i:'"Pitj�, p, r tLf ta'f,}ii :trl,•13y�y',t4 ,' st + .? r t .r J�t. ;1;.-.•�,, ,s ,�r�. , t t r l'ir c t.,1r/�'ta�r`t�Jt J�r g$�. � f �. ,}:-. (` !+,1's f<t.s t,r t }. , •t <, ,t t[ ..,t.J-{„ n"i t{I'�,��r'+�;?j4J t�yi�4iy'Y'' 7.'It ri r'�+.*Ltt�i�'171�p 1.,�F r.' , �. ,t.raLr nxS. 'tit Jff ,err t} 'S^,S;l'i p?��s�1� y��p.,• lta, �yt+'+{4 i5.v ei►',NxNA'tM�(:IY+•lm�dbi+rnbw+r•.,wie..rw.,».,,:-.,.,«,<.�.,:«...ib,+,.««....,.a............. .. .............•.,. .�,to-.frt s'rw 4.. ,.es: ,.t.-1,.....:'Y�'uk't ttAtFr:cen a„ ..t...'.f.^.,.,...,...>r..,t....,..,.,�.,..........,_..,., .....,,,.,....f,..L.-.:dLS'!.:•GCt ..51. 6 �.��_{-',{,p'.±C�.'v CALLAWAV COUNTY OVERTIME RATES•-BUILDING CONSTRUCTION NO. 94: Means eight (8) hours shall constitute a days work between the hours of 8:00 a.m. and 5:00 p.m. The regular workday starting time of 8:00 a.m. (and resulting quitting time of 4:30 p.m.)may be moved fonvard to 6:00 a.m. or delayed one (1) hour to 9:00 a,m. All work performed in excess of the regular work day and on Saturday v , yl ' shall be compensated at one and one-half(1'/2)times the regular pay. In the event time is lost during the work week , €kI due to weather conditions, the Employer may schedule work on the following Saturday at straight time. All work h accomplished on Sunday and holidays shall be compensated at double the regular rate of wages, rkj NO. 101: Means eight (8) hours a day shall constitute a standard work day, and forty (40) hours per week shall constitute a week's work which shall begin on Monday and end on Friday. All time worked outside of the standard work �tY'� ; day and on Saturday shall be classified as overtime and paid the rate of time and one-half (1111'2) (except as herein ? r provided). All tune worked on Sunday and recognized holidays shall be paid at tine rate of double (2)time. Starting time + may be as early as 6:00 a.m. and end as late as 5:30 p.m. The Employer has the option of working either five (5) eight- may ,,7 r,t• •''� ;:� ` hour days or four(4)ten-hour days to constitute a normal forty(40)hour work week. When a four(4)ten-hour day work ' week is in effect, the standard work day shall be consecutive ten (I0) hour periods between the hours of 6:30 a.m. and Y7 6:30 p.m. Forty(40)hours per week shall constitute a week's work Monday through Thursday, inclusive. In the event the 1 job is down for any reason beyond the Employer's control, then Friday and/or Saturday rnay, at the option of the _01 Employer, be worked as a make-up day; straight tune not to exceed ten 10 hours per day or forty 4U hours per week. .°,}ra,(,1,,{,.}c,,,• r'' P Y� g ( ) P Y rtY( ) P' All work over ten(10)hours in one day or forty(40)hours in a 4-10's work week shall be paid at the overtime rate of time %q,L '{n,:.•.>'..:' t and one-half(1'/2). When using a five (5) day eight (8)hour work week, and the job is down for any reason beyond the h x;. •t'w,r;:;,:; Employer's control, then Saturday may, at the option of the Employer, be worked as a make-up day; straight time not to 1 & !�1 exceed eight(8)hours per day or forty(40)hours per week. 2%�'�t77'r1,ly �U ,tl NO. 110: Means eight (8) hours between the hours of 8:00 a.m. and 4:30 p.m. shall constitute a work day. Employees shall have a lunch period of thirty (30) minutes. The Employer may provide a lunch period of one (1) hour, and in that event the workday shall commence at 8:00 a.m. and end at 5:00 p.m. The workweek shall F commence at 8:00 a.m. on Monday and shall end at 4:30 P m. an Friday (or 5:00 P m. on Friday if the Employer <'J rants a lunch period of one 1 hour All work erformed before 8:00 a.m. and after 4:30 m. or 5:00 m. where one (1) hour lunch is granted for lunch) or on Saturday, except as herein provided, shall be compensated at ` one and one-half(I Y2)times the regular hourly rate of pay for the work performed. All work performed on Sunday and on recognised holidays shall be compensated at double (2) the regular hourly rate of pay for the work ,�lk�l�,:,,j��a�.�,,•, .,;. performed. If an Employer is prevented from working forty (40) hours, Monday through Friday, or any part thereof by reason of inclement weather (rain and mud) Saturday or any part thereof may be worked as a make-up J day at the straight time rate. The Employer shall have the option of working five eight (8) hour days or four ten (10)hour days Monday through Frida • If an Employer elects to work five(5)eight(8) hour days during any work <�7�a,1,r�. week, hours worked more than eight (8) per day or forty (40) hours per week shall be paid at time and one-half AAk#t�rs�x .y ;. (1'/2) the hourly rate Monday through Friday. If an Employer elects to work four (4) ten (10) hour days in any J�zll I f� K`f' 7,3 week, work performed more than ten 10 hours per day or fort 40 hours per week shall be paid at time and one- half(1/2) the hourly rate Monday through Friday. If an Employer is working ten (10) hour days and loses a day fa,r•yz3'�; ' due to inclement weather, they may work ten (10) hours Friday at straight time. Friday must be scheduled for at t,� t`p�ly least eight (8) hours and no more than ten (10) hours at the straight time rate, but all hours worked over the forty ;f � � ?.L.',': ;tiJ. Q"1 (40) hours Monday through Friday will be paid at time and one-half(1'/2) overtime rate, i 71 p� w, 'rY eft §.'}}'.ytt•,.' r'iel',i 1{H� ANNUAL WAGE ORDER NO.7 A W7014 OTMOC Page 4 of 4 Pages `4, I; �(,xtt tyn ✓ji' �T' ��. ,.ri.r.{;7,!I;',,ib).'•Ar't r f i,,;S:tr`y.;ilp.' ry{.,a t!v{t.'., r.n r �z•„X1 +ti i.,t vit;.�',.s ( :} a�nrnw'vr,t xy.atatw,r.�y I ,.r µt(`l i ty' v.7f r+,,tY" r,,t;v1,7,."rf i:-.r^3'^..,C2.,•C(-y",''.^rP..d"�,c'i J',2 k''.t'r,�-4.Sit.-!'^Jty�!cV.{^7^ c..^fJ#„?.t^�'yG3L.. tiz� ;� `4 ' •l P„ i 1' ��;�:f ,•� "(. n.�l,a��•,J,± .,,}Sr.:i„ 1'tY.. •.,S,l, !. ,.,r. r. 7�,.r,r. 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I, }L,: +,,�.•:i'S .,'C'n. sir _ q Yr ,,�{„- r,27{ ,f;,. :`c• r`: ? �”, r,t f t 1 :r r,t. t t,:}1 .:Y< z}, w, iq q , ,r ..r; t,.rrn''?f:�.. "'"r "I: t' 71f, r2 r,. i S r t r} ir,,-i`,'Py!7+.,.rr^.Jtt,:':+;,, t •i�''r d";9:50 I:J}:� +� I d / ".i t"a`y;,.j;{ A��,,�4 S x .1.. v,: �.t. '{ { t'. :+Ah ut. r .�fl.. �).rS:� a.+. ;7.QH: y Fr Y,, r�• ..' ,, xi.. �, il.. '4'f. .,.f.i`.'.r�'; r i!�:.u� %•i[! .l>'. �:>t t r. ! <d>'. Pn, -'.itt'r: r �P. .!!,. � � •f t' i .yu%( t. y e� ..4/+F* .'orr:!''�r k 53+' b 4't ':7,;'s,;f. .X: r c a �4 ;,1,"; '%r;i;;• E1.,}<.vyr�"' r 4!ii.,.y'{�, .fii•..�x r �<s f .,,r., ,r`.rw,.a .:�l..f, ,.`,;- � t, ,,,. , •t � �;it'•,;. 5 , rrC"rr,,. a:• .>,r, �,1 �{A `::v' •��{ IY 1 5 i i t l f ;i.r '� ,:c r} d. f .Y }' ,(� 7,'i a e{ y{;Yr.,. t• fii 5 r C� �r.YF {1 r<. ) '�. .. it i r '.rl r t f". P.e t.j;: � U�.�'{ t.i✓7 S1�'}r 2f iS}��r�`ft�� 7 v n, .�ru# 3: g.�.11ed. �r }., i F ' '. . .j, i= tf '.r t +r�K' err'7�� ,�•�. � Lr,r v'Xr�'t�S tr r :,} 4 i .. :�t ..J z 1' .eft y c .f�/ iS ir. irry`^[yl��'•LaS�d W, Y(•.'Ylt.. .try._,.#.nINA..WWr wva «i1 �i`(t6yc,f9,i�rr JJ CALLAWAY COUNTY HOLIDAY RA'Z'E SCHEDULE—BUILDING CONSTRUCTION ,^'',t�,,'•r<.. �� fr Pc ff i! NO.3: All work done on New Year's Day, Decoration Day,July 41h, Labor Day, Veteran's Day ' S Thanksgiving Day and Christmas Day shall be paid at the double time raft of pay. Whencver any such 1 holidays fall on a Sunday,the following Monday shall be observed as a holiday, NO.4:All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving and Christmas Day shall be paid at the double time rate of pay. If any of the above holidays fall on Sunday, Monday will be observed as the recognized holiday. If any of the above holidays fall on Saturday, Friday ;;t;�sjb1 =`f , will be observed as the recognized holiday. NO.5: All work that shall be done on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day,and Christmas Day shall be paid at the double (2) time rate of pay. NO.7: All work done on New Year's Day, Memorial Day, Independence Day Labor Day Veteran's Day, Thanksgiving Day,and Christmas Day shall be paid at the double time rate of pay. If a holiday falls on a ;`� Sunday,it shall be observed on the Monday. If a holiday falls on a Saturday, it shall be observed on the preceding Friday. yF t r ' NO.8: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Iy`•.r(;' , ,> , ' Thanksgiving Day,and Christmas Day,or days observed as such shall be paid at the double time rate of ti pay. The Friday following Thanksgiving will be worked at the Employer's option. If worked it will be at the regular hourly rate of pay. ' ,'1 . NO. 15: All work accomplished on the recognized y y, y ( ,',t p � gnized holida s of Years Da Decoration Da Memorial +a;t;,•i•t�;��;;;;�.. I Day),Independence Day(Fourth of July),Labor Day, Veteran's Day,Thanksgiving Day and Christmas �. 1 7` d.. Day,or days observed as these named holidays, shall be compensated for at double (2)the regular hourly Ay qt- rate of wages plus fringe benefits. If a holiday falls on Saturday, it shall be observed on the preceding 44. `. ,,,� ""`�::::• Friday. If a holiday falls on a Sunday, it shall be observed on the followin g Monday. No work shall be f:r:'; performed on Labor Day, Christmas Day, Decoration Day or Independence Day except to preserve life or , FF' s^ :'>-"": property. t NO. 19: All work done on New Year's Day, Memorial Day,July 4th, Labor Da Thanksgiving Da and y y ` Y� Y� Christmas Day shall be paid at the double time rate of pay. The employee may take off Friday following Thanksgiving Day. However,the employee shall notify his or her Foreman,General Foreman or ;�;�,��;.r--�•" •-r=t.' Superintendent on the Wednesday preceding Thanksgiving Day. When one of the above holidays falls on .,, Sunday,the following Monday shall be considered the holiday and all work performed on said day shall be +e'•' jl �? ::: '';' =; at the double (2)time rate. When one of the holidays falls on Saturday,the preceding Friday shall be • Y Y� P g Y � +; considered the holiday and all work performed on said day shall be at the double 2 time rate. th NO. 23: All work done on New Years Day,Memorial Day,Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Clu-istmas Day and Sundays shall be recognized holidays and shall be paid at the double 3 ' ;>`t ''• time rate of pay. When a holiday falls on Sunday,the following Monday shall be considered a holiday. �'`f'�.-t ,�,`��i�'`•, NO. 54: All work done on New Year's, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, �. the Friday after Thanksgiving Da =: J(" ' Y g g y,and Christmas Day shall be paid at the double(2)time rate of pay. 'w1 When a holiday falls on Saturday,it shall be observed on Friday. When a holiday falls on Sunday, it shall '` be observed on Monday, NO. 60: All work performed on New Years t Day, Armistice Day(Veteran's Day), Decoration Day r ' + ors_. ,t (Memorial Day), Independence Day(Fourth of July),Thanksgiving Day and Christmas Day shall be paid .� at the double time rate of pay. No work shall be performed on Labor Day except when triple (3) time is paid. When a holiday falls on Saturday, Friday will be observed as the holiday. When a holiday falls on Sunday, the following Monday shall be observed as the holiday. .I ;�y.:f• ' ANNUAL WAGE ORDER NO. 7 .� AW7014HDY.DOC Pagn I of 2 Pages ti �iv , tl�t *gT 4��•' ., ,••.r '"y�„..-�!`•',`",�, T r",ii ?,d' t' - r,t. "•^....,w+r+awwu,rsnr.w..w ..'r:. •t; ',•,ti_'•*._y;?az�.... 'ri'}til'+•7Y', _ .3 r i E.t''T,!�!_r.r'."rZ` y',tu•' ' i '• t g Y.,t.f r� a 1•,Et r a .:y� t` ;,a•, ti t ' !:, ;x frt `i r / •c rf ` ; 4 �y'y' (y1 r�•�g s}!tt a',•.j .a�i , ,, !. .7.j .+ „' t .r.. ,e i,M f .). �r t .t": I( f�.� S,,e�f iX'rj. 4 t .,t,r�;("t7:'t 1' + t ;,:};�. 1°Q Ji,.3 b,t�<�' wy'4YC � i23'' r i .ti,`.i t 4:, V .� e r ,,.! 7 -r .§ :)�' j"i �?Y t�,t, � , t�l61y��.;(t„k �'.43}R�r tWWV�s}.;Y'�k,•b�.�:• 4 �.;i t,. •, ,�) ;�+,`S'r.:ti,�;�'Fp .�ri, c: ,s..,,: .l if + 5 :� :x; „g., a' ryirr,Y•tf",�1vr.4`^ ,}'i':�. "i5r ��r?9 r,>r; •`d.. 4. 't t4r,'F`•^}•; ..1e,• .ir f.�; ;.t:{ .a,cr",� 1 •rr t t• 1 4 j i :fr t,�s.,„r. 4 ;fpLY �[� M' } C, ,�,,.R �+!},,T{,4:n{t. 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NO. 66: All work performed on Sundays and the following recognized holidays,or the days observed as such, of New Year's Day, Decoration Day, Fourth of July, Labor Day,Veteran's Day,Thanksgiving Day a and Christmas Day, shall be paid at double (2) the hourly rate plus an amount equal to the hourly Total indicated Fringe Benefits. Whenever any such holidays fall on a Sunday, following Y e Monday shall b 1 Y �:- - ' observed as a holiday. fx'zf` NO. 69: All work performed on New Year's Day, Memorial Day, Independence Day(Fourth of July), •<.�';, Labor Day,Veteran's Day,Thanksgiving Day,the day after Thanksgiving Day,Christmas Eve and Christmas Day shall be paid at the double(2)time rate of pay. Whenever any such holiday falls on a N ` ' Sunday,the following Monday shall be observed as a holiday. r• ,•i,i�w 'M r t •f','sbYt.� `'i�.•��'�' f 1 r r �s ANNUAL WAGE ORDER NO.7 ~j AW70141MY,DOC Page 2 of 2 Pages P. � r r ', ' � „� ,, .,s ,��-��{'ry{3k•�iti�J,i cp'ad}y >7tap� ;•u�'ri'Lt� ��•'bs rt t . '''t` ,�`a t t;�Sit`�'�°✓�. 7�5J•"`�ih�ff�N''�~'��}t'�i(.r I'4r Q ,fx:>• •,ti' �iR(,•i y+[�t Xt F :1 .r sk t`!c •:,�r'.zsian+�f ' � .1'" •.t�.Cj' ,'�,t ,t;St1+ ;µ?<°,,i3 ;�A" ±` P:ys �S3t° r.•.$ }r ,` .J `•F l,i. +�s,t :�1�'i.p,a�.s r.`k, _�i ,,p�,;�`t\ ;�.•,,.:tt'2;�,}3a, .r �r. }.,t f x�q "X'' d j. ,�t"j:;�f Y'+I i ,t..r i S •.Y �'. ..f �.. ;',�..`�' '• 1 7'1 f 5.�,, �i. t\to .,... !I x'� ,}•'Y f }, •;,•\Ta: .Sr •i\ `3�° .'S- 7 r: ft �1 i "itf 3I/J+z` r �.yyv\. ;,�^::vA. 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Y z�t�t r'>:)t i i t. .d.'f J 2 t,>`'�i 4 n..,�t.,l'.S!�r.',*1f�.7,r{;.t.t 9'1$.j 7 7y,1 4..t�l{'k�p;.,l z{�t.J.r�.1;}y'e(,s`r+rrS�,t±i,•�u;t''y t'S x,'7�t}St,5'rYr r.ix�.tt Y' Y r-t� .611, `�.t:�{�u',k4,�r}ir�:,r,.�,�ti.�h'�,n;r*,1�.,�''�j•k�w y�y 4 r4 CAy i ,d�,P,�.{.y r 'i� ..f; 1fr y., •P r '" h,< &.{2: ?r:. it`t k' r. iy)�,'1 z j' ri� f,r�r,'t S,ie ;�' Sr'' fa ? .� Iklhr' n� �:?iit•�1�. ,r 47: j, 't �• „ -,; Lcr �,�,:4; tr}�'.L I f t :,rt .1 i� :, J 1.. 7�`t:l s+ •.v.s r.,S.e„lit,p` �d`?t to y'j. ��{6• 3: i� v;.3 �l,c*„ @st�, i f XY .f..t .s'r •{r:,J:. id?F .y ,..' tit • f i:• d r4 ',,r ,j,, rxt Rh, � .wiwusr'Mx.,�iw`c„).'mhte�+taii+�.`�+ena;iarc.: '4 ;.a•. Heavy Construction Rates for REPLACEMENT PAGE Section 014 l' CALLAWAY County = 1 �' r ec ve aslC VPr- ,�¢ yt'f',n'.. OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits tit r r Increase Rates Rates Rates - CARPENTER Journeymen 5/00 $22.33 7 16 $6,01tt'„ 7 6.01 $^. Millwright 5/00 $22.33 16 $ ` � Pile Driver Worker 5/00 $22.33 7 16 $6.01 : OPERATING ENGINEER �•�+:,?;rtY fry+f1�,''�t`S�t;�� 4 '4 r7 Group I 5/00 $20.35 21 5 $10.69 '4` x' 5/00 $20.00 21 5 $10.69 i1 Group II s ups; Grou III 5/00 $19.80 21 5 $'10.69y �`SL`''t' $16.15 5 $10.69 ';;1 ... Group IV 5/00 21 - Oiler-Driver 5/00 $16.15 21 5 $10.69 't"4 • } LABORER f'r 777 5/00 $19.20 2 4 $5.90 General Laborer %a `. Skilled Laborer 5/00 $19.80 2 4 $5.90 r,'' ;'i'•,i3% TRUCK DRIVER- TEAMSTER ,;;_t,ii; ��;.,S�f,a,;• 5/00 $20.72 2 4 $5,25 Grou I - Grou II 5/00 $20.88 2 4 $5.25rF¢i,, r� Y> r, l: $20.87 2 4 $5.25 GIII 5/00 `4 ,:�• ,P 5/00 $20.99 2 4 $5.25 Grou IV A 1; x%55 iyti,•�°,` jc�� y�� ,S� t�4:�•,rtl. �k @;�Z�t� �'iy• t �"r� F ✓'Jrl U. 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',,a„ r: h r.'>..r L•r.:.. }. r154•.s�},t',xra.�r.�l�� 1�r.. �{r 4 fi y{t ..ii !'#�t, i, ,�. r%,1111 .,, ?J ,ti,.i,�tl.r { ,.v•;x.f!f.. t; J.. } i r.+ �,x^ r,G,,.,cr' f r'. I':. ,+syN' E ,r•. .sr 4 5r•:., r a }1p �',. qtf •ik :41;'s"1�., i'#' r' 1k`r,4 ' h i , ij!rc 't` 1,v,{.��e.l•" i:,+Y 1, .t} fly. ffC 4S} i IP44!' ,'t;t y`Vt nt} Af'i1,�i".y��i}. . ,1s rt•$ riL�:r,;,,' .?. :t; ? � ; � ,:, .1it tx ,�s;chi y` ; 1i' S�yV`f,�t1,,{!;I :"..{I X� + 'rr'r'pi� ` ✓� trt r . .. ! ''k1 rtis'y�5>r }. >in,�;y:..�'��',rN Y9 }�"�•1!L,�..r� a i t ' ,. � �• 1_.w ,... � z !, a �s. . 7H+ r `��+�� j.'t"�ei.yg�,�t�p�r ? tr =x r r • � 1y ..,...•r,nm ,^,t, .. , `t.t..Y,.,+,. .xvta.,a.s.xr•.•.,..,-.,._,•.«.,., ._�__.......,,.. .. .:.x.,.....+........s,.:1...,.._..i�w`,.r:.+,i.u.'`,�LC+wc:t,yl �5}{t`.�'f�l��,.i"};:Sa .ew%(xrU'YMflAiaiu}Mx+xsrrr;.n.nn•,w..i.>.-....-., ..... .,r.. ...,......,._. . . ... } ggrrr("} '.-Av `t � q'Yi{r�?t[�lr��i•�ir�,"`�'a+. 2 4•i�yS�i,r � 1¢. OVERTIME RA TE SCHEDULE - HEAVY CONSTRUCTION :,:•:: r',. >. ': NO. 1: Means (8) hours shall constitute the regular work day between time that may be advanced 7D or delayed by two (2) hours on either side of 8:00 AM, The Employer may establish a work week consisting of four (4) days, Monday through Thursday, each day consisting of tell (10) hours straight time. The four(4) tens (1 Os) must run for a period of at least four (4) days, Monday through Thursday. All work on Friday on a four(4) tens (10) project will be paid at the J rate of time and one-half(1'/z). All work performed on Saturday shall be paid at time and one- ,.; half(1'/z). All work performed on Sundays and recognized holidays must be paid at double (2) time. All work performed prior to or after the regular eight (8) hour work day, or ten (10) hour ;'' work day, as described above shall be paid at time and one-half(1/a) the regular rate. + I� NO. 2: Means a regular work week of forty(40) hours will start on Monday and end on Friday. ;;,,,.,f.,;, .}.,:• The regular work day shall be either eight (8) or ten (10) hours. If a crew is prevented from working forty (40) hours Monday through Friday, or any part thereof, by reason of inclement ' weather, Saturday or any part thereof may be worked as a make-up day at the straight time rate to complete forty (40)hours of work in a week. Employees who are part of a regular crew on a make-up day, notwithstanding the fact that they may not have been employed the entire week, shall work Saturday at the straight time rate. Time& one-half(1'/2) shall be paid for all hours in excess of eight (8) hours per day (if working 5-8's) or ten (10) hours per day (if working 4-10's), or forty (40) hours per week, Monday through Friday. For all time worked on Saturday (unless Saturday or any port ion of said day is worked as make-up to complete forty hours), time and °X• 4 one-half(1'/�) shall be paid. For all time worked on Sunday and recognized holidays double (2) •'�•}��k��!'-r�Y�4%, i time shall be paid." NO. 3: Means a regular work week shall consist of not more than forty (40)hours of work and �1 c 4tc all work performed over and above ten (10)hours per day or forty (40)hours per week shall be paid at the rate of time & one-half(1'/x). Workers shall receive time and one-half(11/2) for allf,, ;�;R "» work performed on Sundays and recognized holidays. Double (2) time shall be paid for worki� �' Y'} d performed on Sundays or recognized holidays when and only if any other craft employees of the same employer at work on that same job site are receiving double(2) time pay for that Sunday or work day is to begin between 6:00 a.m. and 9:00 a.m. at the option of the ..� Holiday work. A y '''"��,j! "�"':''•��-:?• Employer except when inclement weather or other conditions beyond the reasonable control ofr1N, the Employer prevents work, in which event, the starting time may be delayed, but not later than ;f^wtM � Sj Sr"i ata r 1't. 12:00 noon. Where one of the recognized holidays falls or is observed during the work week, �;•,(' ,�' ':':',.'_ then all work performed over and above thirty-two (32) hours in that week shall be paid at thery ::{,s rate of time and one-half(I V2). fit+ ;rare}ors'+ NO. 4: Means a regular work week shall consist of not more than forty (40) hours of work, Monday through Saturday, and all work performed over and above ten (10) hours per day and � ("•;-„`,;:: fort 40 hours per week shall be aid at the rate of time & one-half 1'/Z . Workers shall � p ( ) 'J receive time and one-half(1%s) for all work performed on Sundays and holidays. A work day is ;,<}�;} � ,,;;,�!. to begin between 6:00 a.m, and 9:00 a.m. at the option of the Employer except when inclement1, weather or other conditions beyond the reasonable control of the Employer prevent work, in which event, the starting time may be delayed, but not later then 12:00 noon. When a holiday falls during the normal work week, Monday through Friday, it shall be counted as eight (8) hours �' 3 toward a forty (40) hour week; however, no reimbursement for this eight (8) hours is to be paid r to the workers) unless worked. ,i ANNUAL WAGE ORDER NO. 7 3/00 I •,. qqt{ w t. ili`fSt S •�. SJ3,i r'` r �Ki4' t I. ,. ^' e..++«n;t•".',^.'t^„^*""' =sk"•z `�= .,,. t-t ... ..,,.— _L`;._ ,.r�..• , ryPr{:. ,t j 1 �t•x,�;l”, .xy' . tr _ . . . r .r 1 t:}f i.).-rs 4/.{-''i�rZ •,if' e;"xS ard„r=: ,_ :'' .f .'.(.m'�' ^,y..t ,tfi. pr�� r r {i 1 ,I>' •:t.iir'k+' yS S..i,,� 4'y1•; • 7' �{J �iryj�.•:99 is:'•:Y re..t ,l4 tr r :.i '!iN f r !i , .S,.r '�i. } �. ,,. s 13 ,i. Jirr;,� ��+yp1. 't, E rr .,,{{{{p, $��'{�''+', f ,i. i{.f: l.0 x..(: '•1•..i? + ) } J{ '1 + t f: i t... } f."d.; ll r�i��r,.�• ll�r :F .�t,+Y•.8{.. .:K;A' �'iF7;4Cv `Y ti:.s: •x.�u'f •��{'.•,,,;r`(1t'i.,;..s:>ir.k-'i. .f ..�. f •.n t' ;•,i .t..it=�t, ,e � .�' S.r }„t<(,;1R 3:'• .}.i"` � �.7 !}i•��+ M1 } ri.lr �r�/r;"} tr•'�t �'.� rti ?'$}f.t'� +� .4f�,y�� 1 ,�r ),s'� " i 1. i..tAs f1',.i�t7l.�ti4 4. ,re.r > `��.•�r:i' •11 ti,y� ..{�! t` � S r:•rte A 7. { !r . �S a , ,7;tr rxa•�_ ;,•.!�;,� 3 •r „t, ✓ki r, ,rG 'r� : r `..r ✓,i' tas+ •; i.. .,� .,'.r 1 '� ;% ' .i �, < t � ?vifrX.� w,�r... /T.t't! Au ✓f 'tr/�t,�u;'}<€s}�(j�( ;�h�r�f }. .r; 1 "�i , 1 ., '3. 1 : i f ` .k' f . .n t ur.. i.f � �r:�•..7�,xo• 'i. r� ,,## et• d �. ',�"k�: ,� !t7�, �?,•:r.. :,�c ",,tt} .'•••'•" r{, i. t .ir f;: j{ �i r �.. :{. c jr ,6.,,f �. t�,itba,:,,S,x1 LD�r,...fa, y. ,ac,J , ::r.:ua•,r:.'r^+vc],•..2,..r.+.t4i. . r,cttr.a9 ,,,.�',.� r•. ,?y,' >.� r :.r, t. t t .7 I: i '.'r'. i / ., •t : ,*_"ti} .lY - ;.ja.r i:7;�" k j4 r , .+.:}. �..:. t :df. I ✓ =;t S:' f t � .2 rr + t:: _ r t L s G. ;� ,,�F r Sr �' btL'.7w, },•}+��y"' ,, '}.� � rt �,`� I•'�.J �' 'YGS'.' fit/ •.`xE 1r S;;>+}ri .s t ,: `� {. r` i.ty r 'i i 2 r.;i rr�3.=I.J: i )c�Tr e53i51 C F, :>?�`1 !s';� � s 1=at:.• �,'a�t;,: v r� t r r i ,`,i iJ. ,y �+ k:�''i2;G ,tr.y�;�4+`}`t:,?i(.i';�tFJ•�y;d}'�t•�t.f r€,'r'+'1'tY F .t(aci �.. t 1 _c 'C C t;11�•,dJ`r. #. l' a� + ,'•, ��!! �, : i,:•. r_. ..� �. ... :,: i �t. +1� tv��" � {cr:fib. '1+,� ,�zr •� �,�x;.#,�. iyt�� .7'}.f zl � � (}}�� y,�P � ,i`t,{51Yt.rit[,,°r�+,j '4.3Y'nl^•td4 ,T^�" .. Y',f. {• i S, Y`�E\ ,I .0 # �,•Y„ 't i;d� c.a,:i_'t c��t +' ��• ` j,.. �'r :� �`; .•,..�„Jti,h.. r':r?� Y.'4�;+D q;1 '” r. F'�iE'4,�b ''.$J a• a �,�}}. .i�`•j"a}.,)3„/:[��,,ra 4�y '.1 <.r: a' i, Y,�.{ �: r��r,.v� '•'?"'��:.� � {I'&;�.,'�*. w i','!},.t��a.�8,z? n i�s a •tlr! ,p (1�k .' - , r z , '.1{i` 1 r .;r11�+^�?a`t n'^t�{�,=�a�+fl;,c�<,ryk1,f.+,rl �{��t,,,�.t#: 2,1, A?:rizr.i:t'.Ynr,_:,f1,£1i ".i�.y.t.,'.,1�'4,aj1,r;Y3 jti7'.] '.a.t l .i" �: r1 ' i' `, ,�r, i. at;L r'-'i5r,l1V'i!��f7t'tr dK+$:r 1*r s z.,Lt% r1�iNf! .Mz"` •}"Y,..t 3: r<+ Stik ,'j�ri_"=iY1' It.°:,rd 9a t' .�a..a.,j.. .? ..........�. .,.....«..,.:w,t,.,.,..a..�.•.�.:..r;.aw.Y ,W •a f ''liar"Rrk(�`}1�,� 1 '. i�i�`i4 '. ..,.._: .. .,• <+ r„nN•Yr.t. �..wwwnt.r+,. .tt..ntxr,•r•y„ r.•cwr.,vr•„ .,. {ypp r��ip i�y4r j}r "' CONSTRUCTION + OVERTIME RATE SCHEDULE HEAVY 'Y:=; '•7 yP �gF 1 f.: l� �f NQ. 5: Means a regular work week shall consist of not more that forty (40) hours work, Monday through Saturday, and all work performed over and above ten (10) hours per day and forty (40) 1 17 l l lz�. t We hours per week shall be paid at the rate of time & one-half(1'/Z). Workmen shall receive time 4x y 17 T ,i1ts tN and one-half 0 ''/z) for all work performed on Sundays and recognized holidays or da s observed as such. Double (2) time shall be paid on Sunday or recognized holidays when and only if any + other craft employees of the same employer at work on that same job site are receiving double ,F = Monday through (2) time pay for that Sunday Or holiday. If a job can't work forty (40) hours, y ` Saturday, because of inclement weather or other conditions beyond the control of the Employer, h may be worked as make up days at straight time (if working 4-lU s). 1::,;;.rNa ?f; .` Friday and Saturday {i;'?�x r :•4:,.. Saturday may be worked as a make up day at straight time (if working 5-8 s). Make up days shall not be utilized for days lost to holidays. Where one of the holidays falls or is observed during the work week, then all work performed over and above thirty-two (32) hours shall e e & one-half(1'/z). paid at time +-;s`'�;r;•F".r�=`"; e regular work day and forty (4U) hours a work constitute th Y 11 c g ,•�� hours sha „l NO. 6. Means eight ( ) ''A week, Monday through Friday. The Employer shall establish the starting time between 7.00 a.m. and 9:00 a.m. Time and one-half(1'/z) shall be paid for work performed on a regular work day 41 i �~ before the regular starting time and after the regular quitting time. Double (2) time shall be paidfs}�t for work performed on Sunday and holidays. At the discretion of the Employer, Saturday can be used for amake-up day. The Employer when working on highway and road work may have the g y � option to schedule the work week for his paving crew only from Monday through Thursday at ten (10) hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in �,jxt,rY r�rl 4 � y an one day to be at the applicable overtime rate. If the Employer elects to work from Monday �YC1 pj�.t�4�.,��r�•I through Thursday and is stopped due to inclement weather(rain, snow, sleet falling) he shall , k,m5kl . have the option to work Friday at the straight time rate of pay to complete his or her forty (40) tr3k`tY,.h hours. { f •';'3 � �rFh?��y fad'=fir,:�r. ,'r r,it ''•I y.,l�'CF�54",r„ l��F, .� NO. 7: Means the regular work week shall start on Monday and end on Friday, except where the6z" YSit ';`• , Employer elects to work Monday through Thursday, ten(10)hours per day. All work over ten rtx 3P y J{i; (10) hours in a day or forty (40) hours in a we shall be at the overtime rate of one and one-half z3 `F i+ rr kj } (1'/z)times the regular hourly rate. The regular work day shall be either eight (8) or ten (10) paf� ti hours. If a job can't work forty (40)hours Monday through Friday because of inclement weather or other conditions beyond the control of the Employer, Friday or Sat may be worked as a p Y make-up day at straight time (if working 4-10's). Saturday may be worked as a make-up day at ,Y ,,.{'tat straight time (if working 5-8's). Make-up days shall not be utilized for days lost from holidays. [per "Ct= Except as worked as a make-up day, time on Saturday shall be worked at one and one-half(1'/z times the regular rate. Work performed on Sunday shall be paid at two (2)times the regular rate. rff 4+: Pill r,.•` .�/ r�,.t.¢ Work performed on recognized holidays or days obsery ed as such, shall also be paid at the ,Fr a ;Y :y�?l double (2) time rate of pay. J J .x`" 3/00 hvyoc.aw7 ANNUAL WAGE ORDER NO. 7 :iL . , ,R t o Y ` • TV t.5` PTt P".7T••i7'S"t. 5 Cy•}ri��7[t;,Ti{Y.:'.¢¢''i �y, ih�.:�,w �i'4MY i,.. n tr•ew+,+mt^!'� i' t 1 f Y i-5 l ;�jr,4z, ��'= X` ; .>,, r L....rr,..,r,�.*;• c fJ', ) , t.:r .r r i4 {' t �. r fY' .7 irt, t.ph$ t+t,e'� Lwr�� }�" !� '}Pi`,"YYnn lµ f ��ee�,^r'r� v ��iTc 4,:�:.•�i„i ? i; .�'rt.l k. rt .,t. t l 411. Y;7 y: tic ili YYr.;jF+,,:�7t}f77r=�� '�f:.�IaS.�{i�1:�1, Y h ty.�.: "L” +k..'49' .Sly lic,r yr+?J •j., .t. 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'��.. 1ri. } ,artr!'`b�qq��'�:,.r:%I,' y3�, :� tt�,: 17•C•., Jr, 9,r,•y t'. t n, {k.. i'a i z {.F ?dP;ux I r rrr� T }. r.,1�a i.,� '! i } r :''•, '+ 7S A , k , i' ' S 4 (,.,.i ti)''.;7':'f .1� ,yp ,tx, },'.f' 1 114 K ' t �•1 +u t~� „� z t �� r 1 jry�I'� (,tG U�$ t�kt: •��t ,,,��((TT''Tr "at�.4 afar .. r. t + t`t�'tit� Fta 'ry•.�' ,F3 r'd!r+a: ,�t,,,{J.r., ,r,�. -v � 3, t ,. .t }' .�� :t. •FS.tJ.,. -t. .}.�,1�,,14,� •y ��y:� t{.Y'M4'wjtrc l�.t�' MAC.t,•''�«��r�t., �, ar� , :".t�t p r..?�{. f ,.;,SVS.,^'t'{`.',ityi��Yr::•K"r..r.�. F,�::. r i,. .,G{;k,>�,,.:�§.A ,.,t,��, f � { 1',f,t,arf.•t�1.s,J,�t'`y Y w,:•�yt'1$c^�' `'n 5�;¢,tt. f.}.� .S r.><i.y ',a�t �y,t, � s,f i. ' ' •a ',> r,,i,�Y(yl.�.,��,l b 9ft uvrf'� +�,f,,Y,Lt< '�r' ;`a sa if�i`{ ! o{x .s r i •G .. � ,,i .'ri .>s. t ,!`.+ �:!-i '.rJ x t:3," r,t �.y'y `(� r�",:ti:t 1 t,a2:�� .' .., . .� , . ,.....,. ,:.T � .. '" ., � __�... ....�..,.. ......».,..�"...:,` ,vJ:..Lw,}+. r..Jttr �t• ��tr �t'b, C{k,1 t '�.Y+Ltii:�t9J3�+t'�fii^�i'9biXMK+rr1¢asn.w..�.;.„ ...:,..:.,..., .c:..,.».: .d.,�.. ,._..f wr a ':7,t?'n' yx•:t.,a:iG ,t.,>U`,i±>T+.tl";M,r4wtva<nk+,.,...<...,..,,.._ ..... ., n1.L',rl. :r��4 {r�. s3�{:P :ir. "LaY.Pr 'f. yJ OVERTIME RATE SCHEDULE - HEAVY CONSTRUCTION j NO. 8: Means eight (8) hours shall constitute a regular workday, Monday through Friday, Time s--! and one-half(1'/2.) shall be paid for work performed in excess of tight (8) hours on any regular -! workday. An Employer may have the option to schedule his workweek from Monday through Thursday at ten (1 U) hours per day at the straight time rate of pay with al I hours in excess of ten ,` ''' (10) hours in any one day to be at the applicable overtime rate of time and one-half(1 .z). If an r;.,, { : ., Employer elects to work from Monday through Thursday and is stopped due to inclement weather (rain, snow, sleet falling) he shall have the option to work Friday at the straight time rate k;f of pay to complete his forty (40) hours. However, should a holiday occur, Monday through t '1 ,r1� pxt�r Thursday, the Employer shall have the option to work Friday at the straight time rate of pay to complete his forty (40) hours. Time and one-half(I'/2) shall be paid for work performed on Saturdays. Double (2) time shall be paid for work performed on Sundays and recognized holidays. .?� NO. 9: Means eight (8) hours shall constitute a normal day's work Monday through Friday. Any k : time worked over eight (8) hours per day or forty (40)hours per week will be paid at time and one-half(1'/Z) rate. Work may be scheduled on a four(4) days a week (Monday through Thursday) at ten (10) hours a day schedule. If such schedule is employed, then Friday may be 011 used as a make-up day when time is lost due to inclement weather. All work over ten (10) hours :. r a day or over forty (40) hours a week must be paid at time and one-half(1'/'2). If an Employer { has started the work week on a five-day, eight-hours a day schedule, and due to inclement '"f�, i weather misses any time, then he may switch to a nine or ten hours a day schedule, at straight =Y.Y „ ;;. %f time for the remainder of that work week in order to make up the lost time 10-hour make-up ' day). All work performed on Saturday shall be paid at time and one-half(1 h). Double (2) time shall be paid for all time worked on Sundays and recognized holidays. In such instances where a recognized holiday is observed during the work week, it shall be counted as eight 8 hours ' ry c (7 b Y t? g ( ) towards a forty (40) hour work week, then all work perforrned over and above thirty-two (32) hours in that week would be paid at the rate of time &:one-half(1'/z). l� {{•wr. �.n tit f�'>il"i NO. 10: Means the regular work week shall consist of five (5) days, Monday through Friday, 6 f ;;:: beginning at 8:00 a.m. and ending at 4:30 p.m. The starting time may be either advanced or delayed one hour or two hours at the discretion of the Employer. The Employer may have the option to schedule his work week from Monday through Thursday at ten (10) hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be at thefiy��`:?> y;';<y; applicable overtime rate. If the Employer elects to work Monday through Thursday and is stopped due to inclement weather(rain, snow, sleet falling), the Employer shall have the option „?r�ta`i=� to work Friday at the straight time rate of pay to complete the forty (40) hour work week. All ! necessary overtime and work perforrned on Saturday, shall be paid at time and one-half(1'/2) the I+� hourly rate, plus an amount equal,to one-half(1/2) of the hourly Total Indicated Fringe Benefits. °'IFk t'::, All work performed on Sundays and recognized holidays shall be paid at double (2) the hourly - ytt�ry`;.z"- ,,,, rate, plus an amount equal to the hourly Total Indicated Fringe Benefits, � aY s,,,,,�,• cQ + hvyot.aw7 ANNUAL WAGE ORDER NO. 7 3/00 ' " ,t- <f,. 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': it�' r iAt��t^; f*�N.d”4�t�.�. •'�� PIMM i t± rPt �r,.A�;k,s.'✓t t-rt'n.y}7��t j"'i;.i.�,,'c'.p-.�!tt tr�?,,.,:rtlJ 5''.#V{�.,?"flfl}tt fi,`.f r t�?.�,�'a.`.�•"�fn°,x Y�;rr1?4.�•!xx�4"'�?,,r'}''."irn,y fC'..v}.sL�-�r.}t�S J,r 1.°,,.,x,S•t..;",.f,r:.0�i.,r t�r,.�t,{t 1�,h r n`S,t.f f.'ir,i'f'.iS.1!"1 l s..:j11?..'r# 34,P 5 s',...r.�x•a;'r r t i ,t;,.; :r .(r r. r t ' r t}. :'i' '.e t'ter i t a.r.?y,;r.,'}t..+,i 7,,a.}�«•.„tf,t t S,.•.1:,.St h k�{f l y t�ir.:'i�nt;.}r<w�r;f.1;A,�;x:�tu'.(('',..,•, g",~J }•"�r.'}1 iJ 4'3.{+„tt�s/##1 w3,•S o�y•i,..�A.z.„f r f. bl t " rS 44,�1:':�C r4t•�r`A�.,tr 3'4r�r Z �,b^;�t�'h'•{xx�"nn r a r�,,.y• ` I�i4� a'.,J"-qti� u�:mr,,�S 'yZ4'S j.l�:P':.�,r ia114.i rtt.M .t tt Jn��h r ..5. � .r r.i ,�j.tl;d't" {..?t •t• t �N 1 r, 'Gr.�' �{�1 4 't,`�5��.,at 2=��t'j`;r ;t r.r i�! r�r ',.., 7'+t:t.:.t - S ,,I l, .,#i•' t 4 �r ,�t}. le.. itirJ5 t1�'''yr4��tp,4pr, tY r� :`' I,",,�+•( {'S jfk°r'#T t'• sS't,' 41t, •} ,< {+ r: t `s ,�.; x :,•j't , r� . tF}�r,z 4.x, .�,• k �T{#� �t ,r f �V tl t' lr�.,:r.'j• ..� .,'4�t4 .:•I , i `,�. ,:�r` r P6�z1'XMr�r�x�J'a•Mr ri:twc..,.t,iu:r�.lw.,..ti..u...,..:.,..,—.,.,:: ,. ., .,... .,.�.ar.,,,,t•:,kvn:..s�'�rA"r}iW.t».t.5�"dt�3?,Y.�'$r.!#'•��:'•:�:t•;i ECtt?•Mr.Sit\++Mtaw;r+,..,.,.,,;.;ar....:•..::..+.a.,.a..dr.',:isi:,.rr::ar.�}',u'••,w.�+.:.L.uati:j'..x�.'.sttf�5 t §•t�Y pF'i�t . OVERTIME RATE SCHEDULE - HEAVY CONSTRUCTION ,#,:,, (s• � t ' NO. 11: Means the regular work day shall consist of eight (8) hours that shall begin between the7hfr hours of 7:O0 arm. and 8:00 a.m., Monday through Friday. The Employer inay schedule his work week from Monday through Thursday at ten (10) hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be at the applicable overtime rate. If4 the Employer elects to work from Monday through Thursday and is stopped due to inclementkKf<'�3}°, �• weather, (rain, snow, sleet falling) lie shall have the option to work Friday at the straight time frNf �z�tr, ,a rate of pay to complete his forty (40) hours. Time and one-half(1'/2) shall be paid for all `+ overtime hours worked during the week, Monday through Friday, and for all work performed on LJ Saturday. Double time shall be paid for all time worked on Sunday and recognized holidays. q¢{ , ., v I+•� --� NO. 12: Means a regular work week..hall consist of not more than forty (40) hours of work and all work performed over and above ten (10) hours per day and forty (40) hours per week shall be ' paid at the rate of time& one-half(1'/z). Workers shall receive time and one-half(1'/z) for all a, work performed on recognized holidays. Where one of the holidays falls or is observed duringrj ;N;h ,a,{f4 the normal work week, Monday through Friday, then all work performed over and above thirty- two (32) hours shall be paid at time and one-half(1'/z), �''' ' J^ NO. 13: Means all work done over ten (10) consecutive hours in any one (1) day (lunch period excepted) shall be paid at the rate of one and one-half(1 ''/2) times the basic rate of pay, unless ,�t4i�� ,, ,+r�,tit•��'gt•S,,�y other basic crafts (except the lion Workers) actually working on the job received one and one '_��..`•�� •'•r'r `a half(1 /2) times the basic rate of pay for working over eight 8 hours, in which case Cement ' ,j Masons shall receive one and one-half(1 /�) the basic rate of pay for working over eight (8) consecutive hours that day. Forty (40) hours Monday through Saturday, shall constitute one (1) working week and shall be so recognized. All work done after forty (40) hours in any one week, when a crew has worked forty (40) hours at the basic rate of pay during the same week, shall be paid at the rate of one&one-half(1 ''/2) times the basic rate of pay. Saturday is to be worked as a ,'� + ;?�, make-up day at the straight time hourly rate of pay (up to forty (40) hours that week) provided, ; >>{<,,:;. { ' that Friday is worked as the first make-up day and Cement Masons received time and one-half ' >rr 1'/z if other crafts working on the job on Saturday received time and one-half(1 '/Z). Ther; ;la contractor may elect a starting time from 6:00 a.m. to 8:00 a.m., which shall be the regular i�� "�,�?k•::z;;a� Y g g ��`�� starting time. Any work before the regular starting time or after the regular quitting time shall be at one and one-half(1 ''/2)times the regular rate of pay. FaXSk` 'styk` `t? Ml xbsi �,rjrt' t � f•: .Lip 7•Y •r!Sii�'i. 'rt ? h N-; vyot,ow7 . ANNUAL WAGE ORDER NO, 7 3/00 ., � , r,f:JJ• Y.,. ,,.:xs;„.,:Svtrx., ran�CrN:r..:,•r rr,: .,p�., ittw^. •.-.,.yrtyo.�vrr.rrrvrrlu ,�K^.""�^ ..r: c.rE,,. N� ^(r,: wilt; ��rr y-.,t•r6rr 14. i 4. .7t114,r•�7✓,',^,r;' ..s'ila..cf rix�{f,,,.<4.;,.<., i:ti ;}•,('?.nL t"�31 5. .'r a!' rt. r'j�:yhtl ,�rL.°i5 .t ,�Sr t}•t=,�,ry.t,!>~,12'$�'•t�t }t•'^�7'}t ' N2Y4.1 'v�,5f.�rt;,,;(, y f '�`. .j,��`r `'z, �, tc tf.f .f'., re' '.5r 1. t r. +.,h• .� r P r' t+,.r 1S 'P XiS;y17ri1'4�' .[I' ;t�'; yr. i :ii t. •:r}' t t 'i r.. s' ��;?�a5�i t �`,`, �' .;�(.u', {'1. ,�'; •�.� t :,�!•r�� fiyy,,{� fl.x�r!1.}�:,�f�t�k?I�,y!1{.f.str.�'Y�;z .r' /ti.N 4( ' '`':n�1.3' �•t..si 7.ui'!' is ;°i p•y!:r':1' \' .t d i' f� "ati ."u.jn�y �^,..F.s� +..i. •:'.4 � 'i'liu r'i ii ,!.•�a d*,-4 t 11 ,�.� t 1.1.,,''F"5 i t i' t \ # $4 y 'f d y�Y�, •t !; �� Y }, A t d�f r'j.L F1' �,.qtr:;1`��y,"•..,t:: ."i,ar �•�. ttr, tt t1 .4,tp � y '.l � � st .'f i�}S,"i t t � `+�L„ �a• 'tfatr �dr t�• ' s Wr. `�4IS•{��'r �'h• �!''is� :.(��'`. 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'��j�� fi "llt ,i�;,k� OVERTIME RATE SCHEDULE - HEAVY CONSTRUCTION ' :+°:' f + NO. 14: Means eight (8) hours shall constitute the regular workday except when the Employer elects to work Four, 10-Hour days as explained in this Section with starting time to be between the hours of 6:00 a.m. and 9:00 a.m. as determined by the Employer. This adjustable starting ! time can, at the Employer's option, be staggered to permit starting portions of the work force att``''h'S `{ various times within the prescribed hours. Overtime is to be paid after eight (8) hours at the rate of time and one-half 1 '/z The Employer may have the option to schedule his work week from Monday through Thursday at ten (10) hours per day at the straight time rate of pay with all haurst=fr;` ,�Fywx,,S t. `t 'Sv1VN Z iIyYRY R in excess often (10) hours in any one day to be at the applicable overtime rate of time and one- ,J il 77 half(1 ''/z). If the Employer elects to work from Monday through Thursday and is stopped due to inclement weather(rain, snow, sleet falling) he shall have the option to work Friday at the ;'' straight time rate of pay to complete his forty (40) hours. However, should a holiday occur, Monday through.Thursday, the Employer shall have the option to work Friday at the straight time rate of pay, unless work is halted due to inclement weather(rain snow, sleet falling). The work week is to begin on Monday. Time and one-half(1 ''/z) shall be paid for Saturday work.. Double (2) time shall be paid for Sunday work and work performed on recognized holidays. NO. 15: Means the regular work week shall consist of five 5 days, Monday through Friday, }r{' Y g ' P g Y beginning ) c<t.{. ;:;i•t ... . beginning at 8:00 a.m. and endin at 4:30 m. The regular work da be �innin time may be ` advanced.one or two hours or delayed one hour. 7fhe Employer ma have the option to schedule tV`{t Y Y P the work week from Monday through Thursday at ten (10) hours per day at the straight time rate i of a with all hours in excess of ten 10 hours in an one day to be aid at the applicable pay ( ) Y Y P PP t 5r''y F( {yrr JCi`l. overtime rate. If the Employer elects to work from Monday through Thursday and is stopped due to inclement weather (rain, snow, sleet falling), the Employer shall have the option to work �gti•ri"'i;�i"€far":!.�i Friday at the straight time rate of pay to complete the forty (40) hours for the work week. All ,� �fuL',< overtime work performed on Monday through Saturday shall be paid at time and one-half(1 '/�) the hourly rate plus an amount equal to one-half(1/2) of the hourly Total Indicated Fringe Benefits. All work performed on Sundays and recognized holidays shall be aid at double 2 " the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits. jtf°� ,=fi '''info.",�� 1�;j...•,,. ,1'. NO. 16: Means eight(8) hours shall constitute the regular work day, between the hours of 6:30 .y a.m. and 5:30 p.m, in a five(5) day work week of Monday through Friday except when the k�',+'',r��•`��„��'hY;; .. employer elects to work four 10-hour days. The Employer ma have the option to schedule his Y Y P r.; work week from Monday through Thursday at ten (10) hours per clay at the straight time rate ofrf;'r +��•L.jy.t.: yc fat, ' pay with all hours in excess of ten (10) hours in any one day to be paid at the applicable overtime rate. If the Employer elects to work from Monday through Thursday and is stopped due to inclement weather rain snow, sleet fallin the employer may have the option to work Friday at the straight time rate of pay to complete the (40) hour work week. However should a holiday occur, Monday through Thursday, the employer shall have the option to work Friday at the ,. ;,�lra .} straight time rate of pay to complete the (40) hours. Time and one-half(1'/2) shall be paid for '�( a" work performed in excess of eight 8 hours in an 8-hour work week day, or in excess of ten 10- ' hours in a I0-hour work day, or outside the hours limiting a regular work day, Monday through °}t � Friday. Time and one-half(1'/z) shall be paid for work performed on Saturdays. Double (2) time stb shall be paid for work performed on Sundays and holidays. L• ;; +t, OMNI', }if4'Y'' hr'yot.aw7 ANNUAL WAGE ORDER NO. 7 3/00 ;''tt• art L ` ., .f.'y'r:'"^-fI"t, 1 4t;''{1R r ..R,4..--^'":,!;".,�'^�'"..�+Mr{rr,6'lfRytitwacayp,yaarum.. r,�i:', .�`)� r'3`{•��,`e'+. �S"r..,rn-y,!^! :'•: v.,�{'P'�'''.�`,'.'x:.6',7 y� �yry��'1 "A#. T1,/'' ik♦ ;i��4j'F f-� /+y�,M"�. T .L ,: t. 7 ( 1r1; 1C 7,a fl'n4y'S:':$'�?�'S.:{•I,,} y�°'.f1 i ;��J�r,F. �..n. ._# at' .�''�`••; .� [,.�t� r57. :zK. !Sr f pi',\ t 1'�'�},;i nf 1 r_ •f' 'c:, .:r( r i't. +r, t�.; Y,t ' ' "�;"irTz• ,4,1„ ,'k.. ,.N .+!(,.a, } '{ t', ',.. ..,..), .r'rt y 1?r f = ( :f. :C., 1 ,#;n,:T.,,,�l��t=� ra >: �+ �Y��.c?3'"2.� � Y`` ,�1�: .'1°. �� ti, r 4, `�� oJ44L4�a t>,ai ys.i't'.: F,.4, p� t t>; } t [ .ti 4i:i s'�t`s .?�{�. .1.�> ef't�,,,J;,�7,,;'��a,�,�),.d%ft ,w.}.,,{�`. }va��„r ;'�,•: ".� � x .y ..t5 .=.a;s+#r•+,,J:.Y=��.,� ,. i(/j:r :t. ,J` # 'i' ,+ s 't'� .4 {{. �; l .,rt'�n -t ,it-., ;F:j .;:�' .l ,'s N'Y'w r ,�•, y,r r„ ,s ,f,,,,s f, , .� 'i'6 �.{.s { r,}; ! ° e>, �,{ [, r:, vv =13t(r.,t r,, r t•tci r,,r({.x'�"f� ;l.i�• ,J� P �'!. }t.�1 ;�:},,� .t4'1, :jt, .,t ik, ri .1 � �'„{. f :i J '1 t If ''rUi #. } ,•):it�;•�'`;``'f �.,, ,.�'f. '.;t�r J, u1' Gf+1'y.�,L t.SC' .� , ' .`SV! Y' ''ar,,r pr;'a � tK r �,.;�9 t. 41 J. t .:;i.�i,f .,�,.'>f:, _ I+ l .i..�: S < sd: r k,�,+,','�• ,� ��SW __66 .r+ riff,. ."''`.`'�� M1� .1'S �. 't� / (•1 a ,,.y.'t....t '.�:+7•'`!�• t !',f'..c:, ? d ,.t t. {.'1 ..1„ ,,a;.t r, � �, '�}•!." .>R,..Y.' *��'�ate.f7,�'� ;{•�+r{„�,r� ,t� •�; Fr'�` ga qti , ,y: F•.•n;4',.,s.�.'� t..t , i. i t .r .,(: ...�(i~we: , e '• ' '7 �:Fy. 5'�. Stl r•,S.,A.i{ .t .t7 .>'. ,.,'r. .H•, .{ tM } .� •'ri �"# r: {t. ,r.:, 4 r' ,•1i Ei'1 ';�{. ,7 .t.t.,;,t.t..IJ�,-.,tJ., t,7 ] 4 +J nR A Lin ft” y..l srl'fj i9T l�tt jl •titS7�1'ii r l t i. .w. Y'..S,l,a� '•�•�:`y,�fJ 3 �ry 'U'„c..40. ?�-,,„,•y. ),ds.!-ld.,rl?.i1�d it ft' �t�tlri:V• y r ., t r: s b; •t.i+ �t�{{.r:lF�t�' {"i�i��!r({�1,��r,i�jk,C. � .). ,•,},,.d:"?Kyt�)'�{ ;r L r 1:. t :j )! t IS','4Y;;ii("'r YrS}�.(Ta"i+.'vJ,!V.t•'n��tt AS` i . p, t a .r;a t+•r .i,�,' 07� tayt.� � 1 t y,T�p '{i'+�' ;y � f I 1 . (. • �l r! . { Ih h �i v).• A. $.� Y yea. rF.r Y tN r • r r al c. .t ' rs;tiArn•¢ },� } i'i�t�14 Q.'t}� ? f ,. 1 �t' �� ... '. ;:� �, f i" ,� 'Tl;`721+e '�Y��1�' K { •AY'SF . � li }a'Gp :st t( � I s:.t.sy l(a ! ' ;�` t3�+ �, t;� q,y).ti• S{, ,t.t� �y .,,,,,yy,,__,,,, ((..,� i,.ntYbYl l,+'., n 7 t}hK::Mti4t �a't. ,•� •, �'iryi�'� :S�'7Y�'I+kVYr7 i6•aLA:��J+i".}ltxifxN17/,n;`+:^Ne•ya.�...c...«M1..r:......., , ..........., .•. � �.K k r;)Sry t OVERTIME RATE SCHEDULE - HEAVY CONSTRUCTION � r NO. 17: Means eight (8) hours shall constitute the regular work day and forty (40) hours a work Kit e'YJ`; 1 tr�r t;taYy f t week, Monday through Friday. The Employer shall establish the starting time between 6:30 a.m. )K•`Y �1 through 9:00 a.m. An Employer may further adjust the starting time up to 9:30 A.M. throughout the year. Time and one-half(1'/z) shall be paid after eight (8) consecutive hours worked after the established starting time and for hours worked before the established starting time. Time and ' one-half(1'/2) shall be paid for work perforned on Saturdays. Work performed on Sundays and F; , },r s shall be aid at the double (2) time rate of pay. The Employer when working ont '.�;r;%:`'" >,.. Holiday 1 p Highway and Road Work may have the option to schedule the work week for his paving crew only from Monday through Thursday at ten (10) hours per day at the straight time rate of a p with all hours in excess of ten (10) hours in any one day to be at the applicable overtime rate of ' time and one-half(1'/2). If the Employer elects to work from Monday through Thursday and is ;;1t,�, stopped due to inclement weather(rain, snow, sleet falling), the Employer shall have the option to work Friday at the straight time rate of pay to complete the forty (40) hours. l ASS �i •. ' NO: 18: Means a regular work week shall consist of not more that forty (40) hours of work and all work performed over and above ten(10) hours per day or forty (40) hours per week shall be paid at the rate of time & one-half(11/2). Workers shall receive time and one-half(1'/2) for all work performed on Sundays and recognized holidays. Double (2)time shall be paid for work performed on Sundays or recognized holidays when and only if any other craft employees of thet1p r same employer at work on that same job site are receiving double(2) time pay for that Sunday or Holiday work. A work day is to begin between 6:00 a.m. and 9:00 a.m. at the option of the ?%j.}�};xs” �.^grri Employer except when inclement weather or other conditions beyond the reasonable control of '`.. the Employer prevents work, in which event, the starting ime may be delayed, but not later that g Y Y `eta ,ra`a r;44L: =a 12:00 noon. Where one of the recognized holidays falls or is observed during the work week, then all work performed over and above thirty-two (32) hours in that week shall be paid at the tIsP., ,K rate of time and one-half(1'/z). NO. 19: Means eight (8)hours shall constitute a day's work between the hours of 7:00 a.m. to 5:00 p.m. from Monday to Friday, inclusive. The work week shall be fort), (40) hours, Monday ,•. pq through Friday. Any work in excess of fort 40 hours in one week shall be paid at the b t,,•. �,>;.;,;,: applicable overtime rate. At the Employer's o tion the work week can consist of five(5) eight P x.�. (8) hour days or four(4) ten(10)hour days. In case of bad weather, or equipment breakdown, ',srf Friday may be used as a make-up day if four tens are being worked. If five eights are being }'�htFrtl, worked, Saturday may be used as a make-u p day. If the Employer works five ei g ht hour days, „ .. all time over eight hours in one day will be paid at the overtime rate. If the Employer works four q !j43 i. tf'�,jra sl ten hour days, all time over ten hours per day will be paid at the overtime rate. Time and on a ? ` half(1'/z) shall be paid for the first two (2) hours of overtime work on any regular work day and any work performed before regular starting time and after regular quitting time and for the first ten (10) hours on Saturday. All work in excess of ten (10) hours regular work day and ten(10) g Y c 1rF hours on Saturday and all work performed on Sunday and recognized holidays shall be double i. (2)time. M ot.aw7 ANNUAL WAGE ORDER NO. 7 3/00 te iL}s: h its ly 'Y `' t{ .2., �1 ')F, . s�i+,,, y,11FOP , t ' f t S t2 JS1.4' et t j't ssiY 3st 4t}13 3 Yt/1t 1 Irp1pt� HFrt 4j,..b57 3� �' t; • J KF 3 .P '.J r r ' y .,�.�r« f;15F r 's,J; 7�y�f;,. +��ry't ,:' ••i . �. r s r .c �, 4 a t { $ u3.rt J't{�s�, '��'i� b ' �•'r .t..^Its%'-If: tyJ�E 5."� {''a�'��.:'S:Iti� i G1t , ? fir tsl ..J,y Y Y .; ,if lr .t .` r i.,,.Y�t,l.#.,.t � `� 1 5,,,,�„r:.i jf+i� tt.�.rr,.,i,t�''n.'}Li4'�i?}'11}w�Y:rik t4• ;.'�i a.: I,f ;5t ,t•?i h?.�a':t.� .{Y>',r�9„f;r� i•`r t ,1 1. .�.t � t t .I ' I ',�• .I ...,�., It ;{ 1"'t� raft `�M..:f � �1�+i5•r,J';Kt�.i)-j r;ff,'#'�w ,t 7;Y�.� �.� !{';s.'{'K+X•.! l•r�..t_t.”�tiy. .zT r,';xt; 4 t. �Ir F I -L r r t.J1 ( 1 {,i. .�., t tkl, f, yi y5�� 2 .:,:•, vb_.•,`t ln:=' �,,u, .._,.,.`S+�;i1t,.!, ,i', :1, # G,.1' � l I i �t. c�.� '}""' ^.�a 7:.'tk3i r .,�t�7�.tc:7t% �u:{xilkr}•'�U-',�' ��rK ( i;';•. ..•t1 :ft. ."r„1y'G.'y..,;t r .y'. :,s<' ,JI TJ.,,lt <,t� 4 '3 .�i: , .) ,t;;' :��,; ii' + a .te �1.) sf'r�iZ..,��. ..�.,�P.+ ilr r5',i{t� r xK }t�7,"'f.4?,s^.; .Xtt�.k{.'.f wyr rr I�,3,.:�:�i; n',{'. F 1ys.,d F�+')C{ x1' .({ r r/. y' :,. ,;`ar + I.is 7{i,,. „l.r.:�d 'a. 37' {<`7�, },•� . �'�,f(� ::}, M)�}�., !�A{.�..,s b.:,CS53,�., i�Y:;H A'f�r.,.. .1, ,.'� � ✓ t ,.= t y, { e..4; ,y:,t rl t r3�..Y".. .•5 ":: t t K�,i,,,�1't' '{',Y)t v6lLW�}t �;" •i "t•.J1F.,�i;?.t2 r', ,.1�IJ J'?i4 .t (rl.r::`' ;`4 ':.; 1 1`, t i, (:' ,''nv:'i+.1:'.,' .'Y, .Yw `u4 r vn:5{ a'7,{ 'x ; �n .T!!y,"�" ,it .�.-• ..tJ:.,y�� yy 51 kZ>i >•. ynf�` �'i'f��::.ei'., �1�' }t: '+I :t i'•i:,'.1 1 }(C�,�p' .ya• l'f) ::Jj, `Ty �,f '' .} t+ '1' �2. (I'ty .'Yf ! /:.5. !, y t'� .�yy`t�Hw` ,{..r 4 t��e i ii ?v,�`�.>•,.1 ,,,i5,1!• ..l,.a:r,i' f t i :err. :# ;, ', �:M - J,.• r:. t.r t t. �{, r,{c•,:'�} t,.f• :`h ,{;t ,i{,� �rltr4; },i� !s r�' 'iv's. .),. r .r.' ,'r t'.{ s fi.s l��,�r: .,;X.�:;-•r?.�'a,' .t��i•�,�i>;r`•<s�j•t„�;. ��t"i i+ +•K ., i ` a +t:'' , f''.. .,'�:< 1 1��. *�' �t� ',�a r,t1� t /r t.+s Yf :. k�' .. ti� � �,. _ 1 [, r� r( �r rA.TI �,! �tttr• t L R�,. ;5 t}t. ,'�. [ y r, 1 t s.ff :r i, i+��ssbbdj M y` `• '.>-;t• 'F N `,,:'.O,a. z iy ,`.r� ,' ,; t a ;t. 5 i 'I k 'Y=�• �k",;�1•''. ", l,ay� +t{',�K;i t:,,y.yS' } t}+ t7{5ir,'}c ,5,4gg'k,,F,w 7} •EsSJ.'.St; ,.Y '':a'V.,s y:rrvr 'r iz r1t4�, - .t L , a t t :a 1 ,f::'its�},<;.t kf. •}y'e`t lg',` r',xC'; '� ir'1 .t I It}}'".,:9,t.�y, t �r,,,`,iA•t,t`.,,,i, F `t �i t?'mr:w .?...Yal' :rSt� :rt::. :Yrrl 4,. ,:, .i.f , �': sr4 S 3 + t' t,.s'V a:,•, .� i,l..�,�rt{`2,�i::�:;� �,� � ." t 3✓r:�,J4:,�,k,�41,,.=d, )rrk S;j. d. t,. F .tt5 .. I �.; , ,1Sr S{: r�yrh•idi„'d=�a g�, A,. +' 'g :f y re � }`•1t^t.<�'�x}V /.1�r'a�r<•-+4 ':�. ' S k:' t .. ,: Y. ';: .� ` :Cr "�t.rl.`;;•;�fr 'Y ��lS'•,'. " A W�� aµ' ..Altti" 5�'rA is#i�' t�'i:Y' V} ! 17,)f f I. •1 •1`. ,i �f�J'+1.,',{•v{;. ;!'if,gj ��,',r ¢) 5r;��;,:S,�n�4�i ;�.t,•D�.YL""g•,}V ! c �t :.i' ..�: , ,+s. t, 4 w„Y @;�::'�S,,j,•.�' "•"t{,:',��t� `�,. '�!1S}+�74G7tR7HMK+J,liia rirv:RR...»r.;.....x...»......,.. .. ..... ..,_..w...,,..d:.r}....J,t✓•h,.e't Lt.$?.Lt},.:�..;,45.:,th.:n.hst:.+xirrstv�war,..,.»....u,:.» x t r...»....r.iw:,..+u:u.a.a.,r+Uiaa.�.M,aw,:y::. t4,en�� f d'i.9 i OVERTIME RATE SCHEDULE - HEAVY CONSTRUCTION NO. 20, Means eight (8) hours shall constitute a day's work between the hours of 7:00 a.m. and �'.. 5:00 p.m. from Monday to Friday, inclusive. The work week shall be forty (40) hours, Monday through Friday. Any work in excess of forty (40) hours in one week shall be paid at the + applicable overtime rate. At the Employer's option the work week can consist of five (5) eight (8) hour days or four(4) ten hour days. In case of bad weather, or equipment breakdown Friday � e a ) may be used as a make-up day if four tens are being worked. If five eight's are being worked, Cr•,y�, �y )'Sr Saturday may be used as a make-up day. If the Employer works five eight hour days, all time gi `^ Itover eight hours in one day will be paid at the overtime rate. Time and one-half (I%2) shall be �g. s :i k paid for the first two(2) hours of overtime work on any regular work day and any work •.,�h�;��,��, ,,; performed before regular stating time and after regular quitting time and for the first ten (10) t:t hours on Saturday. All work in excess of ten (10)hours regular-work day and ten (10) hours on Saturday and all work performed on Sunday and recognized holidays shall be double (2) time. NO, 21: Means the regular work week shall consist of five (5) eight (8) hour days, Monday through Friday. The regular work clay for which employees shall be compensated at straight time hourly rate of pay shall begin at 8:00 a.m. and end at 4:30 p.m. However, the project' it e `•. '%Y,}C•-°F starting time may be advanced or delayed at the discretion of the Employer. At the discretion of the E n working a five 5 day eight 8 hour schedule '"`{` � ' } Employer, whe w g O y g O , Saturday may be used for Y Y t� tt Ixu1C i�6-1 make-up make-up day. The Employer may have the option to schedule his work from Monday through ` ; ." Thursday at ten(10) hours per day at the straight time rate of pay with all hours in excess of tenh' �`ti' ` •. (10) hours in any one day to be paid at the overtime rate of time & one-half(I '/2). If the �rb'�r a' f'r�sf -s Employer elects to work from Monday through Thursday and is stopped due to circumstances beyond his control, he shall have the option to work Friday or Saturday at the straight time rate '1'�'� ; of pay to complete his forty (40) hours per work week. Workmen shall be paid one & one-half s<, (1 '/2) times the regular rate of wages for all hours worked in excess of eight (8) hours per day (if i working 5-8's), or ten 10 hours per day if working 4-10's or fort 40 hours per work week Monday through Friday(if working 5-8's) or Monday through Thursday (if working 4-10's). Unless used as make-up days to complete forty (40) hours per work week, time and one-half 1 '/2) shall be paid on Saturday (when working 5-8's) and on Friday or Saturday(when working 4- „, ''&: -�'' 10's). Sundays and holidays shall be paid at the rate of double (2) time the regular rate of pay. ;' "" '` hvyot.aw7 ANNUAL WAGE ORDER NO. 7 3/00 ysdr rd rrt �Y�t' ,1 '1 .,'t r ..��`.�-�r,,.7t;Y�4"t.?t,:n„i,,ylzt:H��,:{!4?'.fi xyZ i't j`�+S ri'�ti�5,f r k:��xt�i.�"a'.•„�rtv+t 5•t i:.'+t�>r'.\+�S:,•✓.ry•t i.'YC•”}'�1,.�-{1�t,'t7 tt",i�Yte'.;�?f*r1:x��,�a�7#i n Y,t+r5G•,.4.:1.7 ;��i;'(Y"?r".�i F,.�.}i.;.1 r.i».,'•:r�-vtr}.:f.{t,r r}',:r,.r,i 1 t.;t 'r;,•�'t t.i+.rr ?✓,,r�r.f l J��'iti+i..tt J. 7—,f r r ri=�•� �',fy M�F4,5 t!t••.�i f.�;,'7•�'yq{�I`Fi'iii j m . :J17.Y wi j\ry �}�'C C9'r".rtry1.�.�;'4+�,'{',�'d��'p,:J,',(7��'}�4•s�r'7�:. ',`�6'rt1-i.'�.:!�r'. 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A2 S � .x i.?k:j�t�•iY}t. ,.�li? r1:to,,f?{`.a,",!�,� ,.,; .Trr`,\:�:�=� 'ryti f't,<...yxt:"ii;r�4 it i., ' :�,SXt.rti i. C,�,7 .l kvi%�`q Yt. ,f`A .i fit ,rr;.�%' r9 Sr�� 1 ."dLi`,r,�r.ryt'r f'�, .�.,t`}s,.v.s:;1+41K..:,.�rn;•:ht" :}(�„ ,,,••ii'•,�r,t"r .�,..'�l.S ,tt.'. ;.,'�„y. F}j. 1' i""„r.'�F;i 'r~ "jYtii.('. Y � F .�l"r }:; r,;t�yr. K;,.�;'��tvr y,:_+n, [e+.,.jt:`v�,, '1"s,,,�-:xf; '•t'.} t{ri +t�;,j't J' .F;�. '{. 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SL P t'�'S '� > eF '` tJ �' u, �' jrs. t'�'i• tjis s Lt � Pat.' t}d 1 .t .�Ir 4+Jt rt �kf ii r.,� .wt's. 11Ket:.i�5f�,�r f�rt�}e L. :r�. �^ +�... ,,r .':r ,k�.��,`i'[�•, {� 'Si't t,•71�1"r�i ��))'r�.T, ��r Zs x rr t 9r � }i..t r t1Sr 57t+n �r.a �l�,l x�L. �y!' ,[,` }. �tet, $ r'crier,"5 ,a L tt ,.;k'.r Y +b'fF;ri ,s r+.ff,'1s, iVr t!:teas j f; c If :.s AC 17 t} s,t'. r't°`#tT%!i'•as t rt't t si..'ti'9`t�'.vf¢!� rrY•!!',M1 t`1�Y. 7i��s�S,I�. ,.aP)aY. t i}s r,. 1. -t� It r .1 rr �t�rt,,� ,�}�.`45((.'k ^9!'t }, cif 5;'>J+' �:l y. •i,, �"�''`�✓, ..[t. } lji Y i r",c'�z C�i�`.zrfr�z`,,r�l:�;�; �f� ai 't�i ,q. c r r tf Ys. <;X;rt c� t s,{:;1,, { '�''r��r�,�f�'' ,llt�t f-� !„;l'��[.� �{• �`y i "VIA' .!p .}.r,"�' °t 4{ �,+ :� ryryee �1�� r,� Y�A'1• s, OVERTIME RATE SCHEDULE - HEAVY CONSTRUCTION f . NO. 22: Means the regular work week shall start on Monday and end on Friday, except where � the Employer elects to work Monday through Thursday,ten (10) hours per day. A regular work Via` g day is to begin at 8:00 a.m. and end at 4:30 p.m, The starting time may be advanced or delayed one or two hours. A regular work week shall consist of not more than forty (40) hours work and 4 all work performed over and above forty (40) hours per week shall be paid at the rate of time and ar a 3 aE' one-half(1 :'z). Where the Employer elects to work five (5) eight (8) hour days, time and one- r , half(1 '/z) shall be paid on all work over eight (8) hours per day or forty (40) hours per week, When the Employer elects to work a job four. (4) ten (10) hour days, all work after ten (10) hours ;..: per day or forty (40) hours per week, will be paid at time & one (1 '/1). Workmen shall P.. receive time & one-half(1 1z) for all work performed on Sundays. Recognized holidays shall t4< ?^ receive double (2) time of the regular rate of pay for work performed. If an employee does not '' `; work at least forty (40) hours Monday through Friday (if working 5-8's) or Monday through Thursday (if working 4-10's), due to inclement weather, machine breakdown or material shortage then Friday and/or Saturday(if working 4-10's) or Saturday (if working 5-8's)or any g Y part of Friday or Saturday may be worked as a make-up day at the straight time rate. Employees 1}Iz who are part of a regular crew on a make-up day, notwithstanding the fact that they may not have been employed the entire week, shall work Saturday at the straight time rate. '#{i''i'i i Aj•�•, ;;fir-s- 4ir. ;;a'•:; $”:T. Y 'P. e r < 4rt�i S r 3/00 = °r hvyot.aw7 ANNUAL WAGE ORDER NO. 7 t1 NaTdy.'y'',"s.'•Tr�•K4M 1 � + t�y rG�i '+�� sS y+��4.R•�>! �, � �. ��u � ��y .4! L��'�o'SSi�'��9 .t r � ' � 4 [ � . �: �� xi �t',��tt ' t � ,,c�i��4•Ir �{„�` i;��L��"n'"�xR 'r ��r �,�{r• ,4 '� ,� 1r r ;�•!L• �}«�. iNt F' :,�+u�� fa��. �},��4�y�'.�il� 'i[F��}`J `lt}��`hs";.sy l.�•.ALT.�txa f ,�, �"y..'j� � A s} � , 1} a' r [ f ' �'( {:' ,+i� (/,({?i r �¢p`d' i'F r'`�''1' P g.{stF vr1J�i•T,i'ri,� 'r5v i^: :tlt f' . .. t �Atf�,j�f,'J� Y `,,�} ,!�{ttyy”" t�„}f�1�: ; i�+�' `�7',Nl'�['['•��{{x,��X;�irj"xL,�i.1`�N�.':��it'�`� Y`�yiy'?�''�a j1� r� !''[ ta. <44,' ' i,r<},� 7,.'t:: '2.ZF,'.rt•; f,�,.L "{i ..•' a '`'i;{' t ?'.1},+ s""•}. �i�a, �3:41tf"',11,t�„y;7., �;{ ...t4at... �:F 1,±yi,.1•i7 }y�;'1't',e f: r;'•t;C r h J.�,} .} o- � �J1��I `j .. �., � .;;, �t t ,:r }A t ) y '[.' Y 'X.•,. 4 •� "1 t`a.- z{ r7i t,e. ..d`, .1',V'k.zs�,,, ;r[ �.L'r'\4S�i�7+#�iw��SC'+�Aff`�k f��5. tsi��~' t t :�4r ✓3 r,� .,. ., :,s t.y '� + =i i i' i4 tit ,+ v.. 4rf �jr{�',st..}''tFt;�p 1.11.LC�ris«,J,��Si�� c�,,7� ; � f .. �'' J ' i 1 1, //� t �..vr!•, ,..^t5,i3�'ia,�': y�y�� k il,,�1 + f�,.;:y',z a�}'i"c�.,��y +l34 .��. S 4 r s .L u ,�a r},. f��(;y'4};�"l �,s/ �o. •erw s. , i (; 4f Ll '. } L T��(ryi'$ S +Ii♦.,� 5'''�iY�P i{d.rw r�:}�r Sxif}ti4 j,V �' y �J .. �, '•t ,1 �'� t r ':�t yk r 'y ,5tjr,}?y9Y'T" xi 4�ix t�,`' Y :5, '.�,.•i4(s. i Plot S}�',h.r"'R Y7 , ? :... ..,d..-r ...w..,. ,!+, �! ,,.:A K3Fh"ut?'.•m'rvw-,..,.a.e.. ......... .....__..u....1..,..,.........w,....,".w.,.,,........:,Y..i:o..Im...'r..e. ?u'�2 } rl �}@ ''t� HOLIDAY RATE SCHEDULE HEAVY CONSTRUCTION t . NO. 1: All work performed on New Year's Day, Decoration Day, Fourth of July, Labor Day, ,! Veteran's Day (November 11), Thanksgiving Day, and Christmas Day shall be paid at the double time rate of pay. When any of these holidays fall on Sunday, the Monday following shall bea observed as such holiday, NO. 2: All work pet-formed on New Year's Day, Decoration Da (Memorial Day), Independence Day (Fourth of July), Labor Day, Thanksgiving Day and Christmas Day, or days „t1rgrV+,•; I observed as such, and Sundays shall be paid at the rate of time and one-half(1'/z). Double (2) }';' ',1f4J,r ?{• LJ time shall be paid for work on Sundays or recognized holidays when and only if other craft # employees of the same employer at work on that same job site are receiving double (2) time pay ' for that Sunday or holiday work. No work shall be performed on Labor Day, except in case of 4 jeopardy of life or property. This rule is applied to protect Labor Day. When one of the above holidays falls on a Saturday, the preceding Friday shall be observed; when the holiday falls on a ' Sunday, the following Monday shall be observed. Where one of the specified holidays falls or is f 7 observed dwing the work week, then all work performed over and above thirty-two (32) hours in that week shall be paid at the rate of time and one-half(1'/z). . i b.f •';,, }. k`I NO. 3: The following days are recognized as holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on a Sunday, it shall be observed on the following Monday. No work shall be performed on Labor f Day except in case of jeopardy to work under construction. This rule is applied to protect Labor !' Day. When a holiday falls during the normal work week, Monday through Friday, it shall be ''"' ' counted as eight(8)hours toward the forty (40) hour week; however, no reimbursement for thisfr ' r; eight (8) hours is to be paid to the workmen unless worked. If workmen are required to work the above enumerated holidays, or days observed as such, they shall receive time & one-half(1'/2.) the regular rate of pay for such work. F("` (�} `Y. `• �' � :e,� P.•,YvT'7j'1'tis i'1� 'r'+ NO. 4: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, or days observed as such shall be paid at the double time ,} � t •L; , rate of a When a holiday falls on a Sunday, Monday shall be observed. pay. „Tt't,�{1't ,tiPi.r,+��;.�•r xa11 NO. 5: The following days are recognized as holidays: New Year's Day, Memorial Day, Fourth of Jul Labor Day, ruin Da and Christmas Day If a holiday falls on a Sunday, it shall '''�'• `'t- �i?= Y� Y Thanksgiving Y Y Y rti•�3.n&.; ,f ,. '''•'Jtt 'P 1 I be observed on the following Monday. If a holiday falls on a Saturday, it shall be observed on the preceding Friday.No work shall be perfomded on Labor Day except in case of jeopardy to Fir � 1{ ' work under construction. This nile is applied to protect Labor Day. When a holiday falls duringit /L the normal work week, Monday through Friday, it shall be counted as eight (8) hours toward a °) forty (40) hour week; however, no reimbursement for this eight 8 hours is to be paid theyt workman unless worked. If workmen are required to work the above recognized holidays or days F ' ! ' observed as such, or Sundays, they shall receive double (2) the regular rate of pay for such work. ^; The above shall apply to the four 10's Monday through Thursday work week. The ten (10) hours ' K ?t; + shall be applied to the forty (40)hour work week. , 4 ' }rf y lk tl.« ANNUAL WAGE ORDER NO. 7 3/00 ° r)t Ho1idhvy.aw7 ,.• a ;^.•T!„t!'^^"!rY'i;± 't'.. tier +r,1� rt � t1'SJ1,` •, P!5 ,, �' } .J? •-�•!•,,�+r.!,.wires.smrnaxarl,enr,,wv.rm...-.-..-.•T` y7 ,"t �n 4t 'i n ..r „�T ,i lw.,,x,:;tjbi.�`,'f,,`P1t�tt.Sk is :a r'y... :C":n•',�rjJ II t r,°,l,:k',� a ;` :;E =:'J•v�i ,l.S,� J. ;. t. } ..' t 'C/. ( , },7� + "� `S J'kT .�• r�. 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P�-: kF� ..+��_j1S��:t{##,' c<�,5": •,�;;� :�?{},f�ei4 ,s:ztp'" rjs, �;{• �r �.it yz i r.::ts tr .tie „S�s•}:�k,"�'� rt{Y `Y r-1.�" r�t?+ .{Y;:'v4t �;•-t1t{,..t,1'4.Yttu�s..�,C;., .t}. 11'. }�.:: :�i� ,:i`i .r. .�{�.r. cS. fYy,,,•�a•}n+'y :?.r'�.,�ty� ,s�. ��rr Y��*'�. v s 'if�� k t �i�0,.j,F*n.:->f' t. qy. ..t .x,�.,4, �E � •`� .+fr' }• ,�,, H�1��.Y•!t,S,ti�yd,tri.,,�F'.'�:.`,1f,';rsr�di 1..�'( 7, ;r,_ .,' :7 ''S' S t s , �{ r;§T tte,'t',�.#YY=`;,l`t.C'+1}.;�r''� .�t";',%}S'"i :N,.. f lrf r.%.,;,.�.,- t.S ,1-}A f.t{t, r r° c lt., , t 1 t., ,(s,•;6 77177. �1`'}r}tr`M c'r' �✓ •4� t i {, .YC •.lj+t:n}l?t "9 , .r., t :rs; r y �.J` t rtvYYf7r Ft{F,' $!'vkrt,-k '� •� ..r .r' f'l„ , ��'"<•4:r r�.S .t l..k ;ht ,'t \, .i' t/ , �e 1 s j: t�,•xr�Fi,,,f''Sbr'•.,;•7. }. e. s-y,. '.z'', �, } , r .,,rk .,#,;�+; „r„x"r ::.�pT;,4 r,�,•e�" � t =+.;,Y to �;eb �d�l.+fi�t ,, r+, .t 1 t r i. t. �� r 31 t,,.�'��•�.:''r�t��+r�K::4�r,�t�� t ��' t',� 1'+�tnt,ii' t £ 13.. t` r x •,a t• ..rJ t fi +t� sr>:49 a.+'px rrn�,iY �� •,^;i F v 5ir”, 1 }''�_�, v J r,;' , . - nit!�.N?r:t:;n.•.�t,`6rA.fir.*evx,u:1..V:+it.tai,?..w:s.�a±r:>wwwtr,u[�r+ieau«�rx%t.nLLJwti:.rii«'+.a.:.oi.u�vai.':u'�%df'?''�ty a •r 4P +iia`rMkti>ft/aaeia+x sa��„rana:4:r"+.•w.,..,..x..,.:a.r..,:,y,r:........:.,.�...,.a...,_., .. - .__...»«.....,.i:,+.•,,a*n,',V;tra Rt'nlYlrip,.t7r7k#h'dr, �k�.��• HOLIDAY RATE SCHEDULE HEAVY CONSTRUCTION `r;'°t:``a'v,. �`' ' NO. G: All work done on New Year's Day, Decoration Day, Fourth of July, Labor Day, Veteran's Day, Thanksgiving and Christmas sliall be compensated at the double (2) time rate of pay. When ;�x ",Yti; a holiday occurs on Saturday, it shall not be observed on either the previous Friday or the following Monday. Such days sliall be a regular workday. If such a holiday occurs on Sunday, it shall be observed on the following Monday. No work shall be performed on Labor Day. NO. 7: The following days shall be observed as legal holidays: New Year's Day, Memorial DaY Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day. No work t shall be performed on the Fourth of July, Labor Day or Christmas Day. Any work performed on `# the above holidays shall be paid for at two (2) times the regular straight time rate of pay. Wheni' '` ;� '<.',„��?(.xis•«,� � , ;: any of the above holidays fall on Sunday, the following Monday shall be observed as such , ;',t,.,�-i"1'i+ ' vij •' holiday. If a holiday falls on Saturday, it shall not be considered to be observed on the previous Friday or following Monday. Such days shall be regular workdays. k :3 j J NO. 8: All work performed by Employees working on the following legal holidays, namely New Year's Day, Memorial Day, Fourth of July, Labor Day,Veteran's Day, to be celebrated on either ,,s �.yx;:� its national holiday or on the day after Thanksgiving whichever is agreed upon, Thanksgiving Day and Christmas Day shall be paid at the rate of double 2 time. NO. 9: All work performed on Sundays and the following recognized holidays, or the days # : Vii;i#�,�;�•k:�t ,�,%�'.1 observed as such, of New Year's Day, Decoration Day, Fourth of July, Labor Day, Veteransw"` ', . Day, Thanksgiving Day and Christmas Day, shall be paid at double(2) the hourly rate plus an ar•nount equal to the hourly Total Indicated Fringe Benefits. Whenever an such holidays fall on a Sunday, following Monday shall be observed as a holiday. Y Y � NO. 10: All work done on New Years Day, Memorial Day,Fourth of July, Labor Day, �lg -1 Veteran's Day, Thanksgiving Da and Christmas Da shall be aid at.the double time rate of Y g g Y Y P ;�,� pay. When a holiday occurs on Saturday it shall not be observed on either the previous Friday or ��b� �it ,#�': the following Monday. Such days shall be regular work days. If such a holiday occurs on1 `,'•, yp 4` Sunday, it sliall be observed on the following Monday. y` NO. 11: Means all work performed on New Year's Day, Memorial Day, Fourth of July, Laborx v,a Day, Veteran's Day,Thanksgiving Day, Christmas Day, and any additional holidays which may fF ; be mutually agreed upon shall be paid at the double 2 time rate of pay. Whenever any such �''' s �` .`•��i; " holiday falls on a Sunday, the following Monday shall be recognized and observed as the ; rp ;,,., holiday. No work shall be performed on Labor Day. ANNUAL WAGE ORDER NO. 7 `. Holidhvy.aw? 3/00 7% .ten-•.. »-•-,+.+-.^.'Tt-'ii>,:rx,R.,a..�,- .:,ss. �•::c-':;"„ ^^'�!�r,»±y,.r!.'�•.:,. =}'t'".`,"��?2...,,,iw•,�.. :�°�R...r�""mri,u"''•:' '1�+�4•�+,r.'t �..A. ;r,r„ •':",t� 5.ye i. `•'•"r 'TrY•:,`, .,',^t:;4; i,i,'+1 j t._,;r,:5 '!k'r` t,,. 'r 't+,.',�Y.:.1 1'.'.; i,•'ti` 4-,�� :. p'Ye',+h.; s 6 u 3 +}" •i` 't;,'' '+, r':#�'Cv�: t r •;'}', i , t !2 ! ,1, 1' "i .c... t+ rt `L,G.,:u?�;1. •.:ttn .t'�,? .. .y 8i, �C �y � ,:n� � �'S):�S(.•=r tl'.f <..,�,n.. f:�;,,{,,r}Y.;f. y:fl 1 '.f4Y�l;zt, ., ..i.•r-, y 4:rf 3+1 t' {�.:. 5��$ra.r,'�'�� F�' ,1 i •.i;t��;P' p�''�;'k'�q�•J k�'.r.,'A.:i"'�,' ,�?xa8nls�» .+,� '(. ,..r;,.t. y,� .(f4 � f t S f.. .t, ra i', "tit .t t� r,.,�.,.r�,1�t �:7t+;!? h v?`,.,r}e.b• j.�q �,.�• '�i R I�• ��jj,`y c�,,.,YA;��ty�,,.,v...Y'.�;51i'µS,ys ,�Yf�s•�•t yi.t 'tt 4.:.,. s ll t;.S' ,:f . , r 0+ i. 7 ,J•. .�; S.l'.�; i 1F:Y ?�' � `� r y+> 3,i tN'y'��v�f`S';`•; '} t ,n' C yc M1+M� i�;t `�_ f:�,,d-t aa+ .r4`� .1Ca.?.) 'i t.:: '� r i,+' t.�4 1{•,, �,'7,ii 4:.•a 3 =r: t ,,{ '+ }'i,. tit. el,rtn<' u�.,.'p;f'n•,'? �>t+v:�::Iw it�SA�.wjXr;on N. Mir 4 ., yp, 4'§r k•v;r i •.,: .a�,�'rY`<^•><f..� 4 ,,>+., }.� +,il•.,rti,i.'>:';F:• kr if (s%d,,, c yy „sidt45 v'$�:'+.- i%�+1- t's�n:11 .t.•.,kl"• ''YZ�s "7`'�, .S' 'Z •i�l"%i i/ 7 $ ;¢ , 4 !. eS i,".'r rn'.,. ,-t. ..x tX:.r:. r �. �.. ,. °t i. x.•:1•::.i.na `l?' •,C;� ,: G, , k�, .# ,�y 3,;f�'k /.�: '8•• >+,;'.'. 'J r .t .t.., ..r.c. *j :},,._• r ,t � 4 lt;,' F., 7d,'j' ,v"t,{ .� µ'f t c sri'.at r ;1 .t":',:t5tt)e "a{, (L 5 t ..s'<'J , t :,. .t'it rtit, `,}'.`r{.,7 S '+;i! r:.Y•'t,1i,�i<t t+{;1i..,,,,st,.t:i ?t�}�rr.a T' '�4��" �..},n `�,t..•,1r `.��,,�, .� {y�,r�l,{'., .,,•.�;s.ylN..• .,;�, 1 a k, :-r a. 't,'t J.''.rst.•le�. r ,.a t,' ':C<,�'.':n.+,.X� ;-?'.,t.,t�tsn,;k, r,•��i, ' h� .� k�:.4.'y.PSf .bra„ �::,s. .x'.x:Yk ,3,. ,rr ..t•3..a,c 5}�,S+ w r, ;t�:� ,k! .�t:�,�it�c•:' :u•-,tsr>Y'fi 4�.r .i't' �'j=i+'xii:S' a:.CS"'tit r r,7?,Isiri�};•.y«+.: S.j. ,t, J_ 'S. •#. �� t',Lr.,�... t,sk? �:.s,k.t.;fi�.•a'.:,!•s':,y,.'v,•.,+.:^' t. •�yc..i•;',.�t'; r , :t,... .r. �.a..•,;rl,�' .r. ,.zu:.xh2,.�J,,,°��v ,� ,d� ,t.,�•, 3a .,ntg• xi..1....•->,. „*., ,.f. .f .t E .r.# t i r<fw`;; ..t.s,t.Ti t':}• .t` ,c.. .t �-•'� K'x� W tl'• • .- ,,��,, .,,yyr,�, S;rf�'HY`:v.�i7t.,,�.1:�.a r4.(,,:..c`::: `l"' ii;' r 7..',.1 t a ,•o-., ,l,S..,t � 't 'it's;i",'..ii-, yld'tn:rl."tiI„eh;,.�.�: .�., .i, f .jqt. ti•[,:y r ..:.5, n., t .y, .xt• ,r, sr•, ,..a y �: ",sT;� .r-,ft,. .stS! t',,;, i� e3 '? r t. r ,,, ..r, ,1 n,+r. nr c .t'r.t {7,- ., 1t.., - ,tlr;,:�,t� .t k r ?�r •(�'.. ,fa',: •f. .[r r `_,t.'x l:,,i',rC;,' f t n t`g?4.• "ill 1�% "'1S i�%�`�'t>., .'.'}i ,2.•tl?.. _y..ti� ' J�r� .f 1� i5',yt�,:i;��gg,,��,•:i;.s'>.s jk ...._.., rk '4{a rr.t f.�4'}rb J�Ft '4 .s k` J,. t Sr Sat.. �'} �.yr'{�N$tt�e�'j j r2yr� •"" TO . 2�. ��..0 , +,f,v,,� `i s i fii r S r. ,h '{ X.VS1y:J� •b �+R Fa,t"a,,.vrr;,ta' x �.ry !4{:,r ,�.�.:Uy3<;;'r:. !.n °•,t?3..,�..*`t=!;^iti r :fi ,+.: �{' .5:..s.5� 1. �.�� ''rrz Y:...t,,srt4 jj#i,. tY�F'.•[- t�!1r'c .+',. ,+,:s,`cd�"r`-i�i: i'•d�.b�', n S .i .r f Fr.}.a 7:4'Y�.'S.J,n.r 1,:r E;y,�td..d. �y ',i: '!,',,•yyz. •� :,``*rr .,J„ Y r�rV 4t. zi jpJ 1. 1 { , ,�{t. � �'..'' r ..r,•r ..j, =r."�r.t�..tt;'}M S'{ n#\'•r„".P ir , fr�,`y� " ��' rttl )r 3 rift e ait 4i. L, •�Ql al ,�,�, J aNi 4.. It µ.f{t, - .> 31j�.+��%�.� •'r#i1f�y� 1t)y:w iwti4ilinehiriirwdhffMrrw w+ »im «. M. ,, w-„ww . u.. «..,,, wr tir:,t.l�, . Nrf ,hM VCFiw= 'a r..r.• «.,,. _ _, . .w ,..., « r,. 1. w«w. .w waw y�'ry Y I� I F,� ��' iV4�slYrfit HOLIDAY RATE SCHEDULE - HEAVY CONSTRUCTION NO. 12: All work performed on New Year's Day, y ( Day), },' f � Decoration Da Memorial Da ) < '• >�� 3 ,' Independence Day (Fourth of July), Labor Day, Thanksgiving Day, Christmas Day, or days observed as such, shall be paid at the rate of time and one-half(1'/z). Double (2) time shall be paid for time worked on Sundays or holidays if any other craft under the direct employment of the contractor at the job site are receiving double (2) time. When a holiday falls on Saturday, the t ,, ,I �f,•. preceding Friday shall be observed. When a holiday falls on Sunday, the following Monday shall be observed. No work shall be performed on Labor Day except to save life or property. a . ? Where one of the holidays specified falls or is observed during the work week, then all work performed over and above thirty-two 32 hours in that week shall be paid at the rate of time and one-hall'(1'/z). t r •., l` `t1L)t JjSYS L 'f NO. 13: All work performed on recognized holidays shall be paid at the double (2) time rate of pay. No work shall be performed on Labor Day except to save life or property. The following <<;'.:'.- ` 2'r holidays shall be observed: New Year's Day, Memorial Day, Fourth of July, Labor Day, ,.,, ,'_i;,';:r'.,;” 1 Veteran's Day, to be observed November I 1 (or a mutually agreed date of the Friday after -rY <<`{+` ,s�«! ;a>.:•,;: i Thanksgiving if agreed by other crafts working on project), Thanksgiving Day and Christmas }j Day. Any holiday which occurs on a Sunday shall be observed the following Monday. NO. 14: Means the following holidays shall be regarded as legal holidays: New Year's Day, '• Decoration Da Fourth of Jul Labor Da Veterans Da to be celebrated on the day after Y, Y� Y, Y Y .. �� •,.�ttr;��; i � Thanksgiving, Thanksgiving Da and Christmas Da and an work erformed on such holidays J g gr 6 g Y Y Y P Yif;'... ` will be paid at double (2) the basic hourly rate of pay. r. `' NO. 1S: All work perfor-rned on New Years Day, Memorial Day, Fourth of July, Labor Day, r. Thanksgiving Day and Christmas Day, or days observed as such, shall receive time and one-half ' ',s 1%z the regular rate of a for such work. Work performed on Sundays shall also receive time ( ) g pay P' Y `? and one-half(1'/z). Double(2) time shall be paid for work on Sunday or recognized holidays '}g �� ; when and only if any other craft employees of the salve employer at work on that same job site L;3G A ':h•,.+:�, { U),.tr n, are receiving double (2} time pay for that Sunday or'holiday. If a holiday falls on Saturday, it tx 4 ,s shall be observed on the preceding Friday. If a holiday falls on Sunday, it shall be observed on G21f;� tt; `�w the following Monday. No work shall be performed on Labor Day except in case of jeopardy to .fi �� Y?'r; , ,. work under constriction. 'Phis rule is applied to protect Labor Day. Where one of the holidays t , t•►�r7�!'?;t specified falls or is observed during the workweek then all work performed over and above P g P' thirty-two (32) hours in that week shall be paid at the rate of time and one-half(1'/z). NO. 16: The followin b days are recognized as holidays: New Year's Day, Memorial Day, Fourth • of July, Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on Sunday, it shall '��,s•��,� ��,}ti�St r' '.i be observed on the following Monday. If a holiday falls on Saturday, it shall be observed on thea�� :,f{`'�' preceding Friday. No work shall be perflornied on Labor Day except in case of jeopardy to work under construction. This rule is applied to protect Labor Day. When a holiday falls during the normal work week, Monday through Friday, it shall be counted as eight (8) hours toward the forty (40) hour week; however, no reimbursement for this eight (8) hours is to be paid to the rt. worker unless worked. If workers are required to work the above recognized holidays or days observed as such, they shall receive double (2) the regular rate of pay for such work, F ANNUAL WAGE ORDER NO. 7 HolAvy.aw7 3/00 +ti ,•'. ^,tr ^•-.. , ^., -•.«+++.+wr+.'.!r.w^'!'..':�i.^^'"^."'^'-r- '•.K; ^fit,".."... 'nt�. rn.` S ' s ��'i.',11$. t+k�`,, :Yy �{�t'i5': t.,U } f: 7}.}� r' 1. .'y,, ;., .;Y v„• }',i,'::.:. ,s,tu:.�'�{ rir(::Vz A"8 �,. N `�, �'!�, ,r�`�.�"!�., ,�.�,:..tryj,U�p;.E)l:e, I..' ti�9 �.�r,.f ,.)�;t't,•: t r t :.rir. r t k .,.5 7 t.}r � t 3.1 r..�, , ! A it tik• ?gip ;E ;ki a'R„ } a ,;` • {.f„}r .t ,.{ ,+,: '•3 :1ws�{"• t F f/4'�f .7,,.,..k.,# -. i5tr"S x.•7::.., �d,.} l•s: 'C yY.{.,, jn ;4% r, 4 'i .4 v, } e },t . ,.;'try '{r`7ti,,,.f., ..SF.1r• t'u1;f�7t f. �.. ,. .rt 1•i' t r. r r { t�� {.} ( ri,{'�� ,t,.YC 4 „r7j,6) r'A..,�lit'1�t.'S�.`��N'�x�,,;,.� ;�F.•�z�7,�lp �`l� t f .f ., ,t.�'jv'_i^y•�!`iiye ., 'yt / S `y ,r4 r F t ;i.F :.T,t `�F has Y's•h F". t., :t+v:r•4.5-.13nct4sr" •..iR`}�t !` `YP d. �%F,< �a�"airt.t;},,,,.,��,�3�{ ; .�,�r , Y ,r.,tr r, •r , i,�,':.5 1 `t r 't r ,�� ,..r.- N 4' i j}.�1:r S, '�-�;1{.e.,��`r 4.. .s t�'. Y,•a. r,°t:=�,.>r J,+ia„ `7 zr,„. t% it: ir:., t t ' a...i:,�f r4 i+ ;.'� ' ;",t , '.Lk :'�... ,.t;>.e,.r. •:,{rf y�y:'r `�}' . ; 4�'� �, - 4'-p , .,..',r•"i?:�'.:'."7.`t,•'r 5,.. r. 3.,.f 5,:}.,.., �1 ,.,nt_p 1 't ,7, Y .!' I1: t4, C:ir:,";'u,,,, ..;v. .r!'rf,�r �i iE' � .;4,.. - 't'?:t t<.ti,'.', :'Y:rr.t,, aY n .�ti � /.. '}•A '.t i „ }, ,�.rr. ':t y's +,� r'. .! '{ �, .(•'..51 r„4r:�.*,��\.6 �>`,�t.•s• �1{+,F,'',`�''>[' b ~�::'FY t 1' �i�7• � � t .. t :r� r� t 114 P , .. }a.y t r ,tt�+y,"��k ?7's�7 iY.+... • ' ir 5 .: �t .7. 'YJ 3atC'�Z.t7�,rr,rt2. i S {�S� r"�� • �75�5�: I r' I .a,�. u ,,• .t. .sk.. t^ "y. e ..,,+, .:'4 v,, 'r tr, ,4�` a.rtc�{y',�u,', �s��'.YY,�y •� .�ak� pJ' '.{ t ; {:,t ,fiJ�„ t }t; i fit: .:? a.tz'•_ ;.t•` .'7' �. {•. � SNIP*r 31V S+ t'f: 1 b ft .s t s cy' r # , t•T{ ij �$,. r47��11�11`%bl;i i 5� 4 Y 4 i��SAY �'.5�?�iv'�.Tt ';� f hs" 3=� i �r .u,.}t.:.,).,:•: tt" r i !��+'�i 7.y�:d i{�A��`,'2ty L5`' � i�� t�.�' � . c ;;��.�t�'�,•.+�i�;Tt�tfi�.t;#`r tlYi.s,"��rtT��trt i/'t k4�i 3�n't5:..l.,'E*'�;.,f,�L..ti:•ia+,.��t VI �r't i i ,�y.k h .7 i,} S. �.t t..�c rt,.�,Ht`y�k',�-.'.jV.'+�,,�i q} 7 y�biz,�i�ik l�,.+,.n•d';�� Y� ,T� r ' •'; ��r "� .��N;t:�t�,'fi f �S1, � > f { C # f is,7'�s9tx.. `'�ii�t�'s::,f.�'Y� a�'�g'��•Y4'�+ �"` �r ' '3. k't ^ i •>;, '"�:i�?lbY�r�f�',t'Yr.{ri'r�U{.:4.}vi�;�r.,i;,}/.`,tat {rr kr. >i.'. t.� fi$!i '��it t.�k'•.e'��N�.}.k'q.t.�E 7n`Si �. L;tf4F s � YT YQ�:.iY�'�',g�4 / r`j .k tt s �'t,�4"r'�w !,' �'.;�.;,.': w,•' .i' � t, tt(t 1��. s j�t. } 4•, i+✓. t 'b� y+ •t. y ''q• f #?. s. a' �:,t' ,Ni1'�s••'�?i4•; � i,;tty�'s .t +� Sfyt ; f! �j .r f� .I`.t?°''.)r.,:t�•`'/ di i3?�• 5,� :�i x C�r'�'.f�'r� .L b,,f +�}{.r t n, a �`�• z ,� �:`:a�} �,c"rwt::.+,:�,3x:.�i� �Kwta�skv�$�iwit�at,hfd;�tkoA�tfls�t�3tt�sYt�'�Yr�i�: »: ,.�ak..n � ,zs• '��f17 i cwt HOLIDAY RATE SCHEDULE - HEAVY CONSTRUC'T'ION NO. 17: All work performed on New Years Day, Decoration Day (Memorial Day), ^'< Independence Day (Fourth of July), Labor Day, Thanksgiving Day, Christmas Day, or days p y `s! observed as such, shall be paid at the rate of double (2) time. When a holiday falls on a Saturday, Friday shall be observed. When a holiday falls on a Sunday, Monday shall be s ?; observed, No work shall be performed on the Fourth of July or Labor Day except to save life or prop erty. Where one of the holidays specified falls or is observed during the work week, then all p p work performed over and above thirty-two (32) hours in that week shall be paid at the rate of time and one-half(1'/2). Uli4 7ti NO. 18: All work performed on New Years Day, Memorial Day, Independence Day, Labor dpr,. Day, Thanksgiving Day and Christmas Day shall be paid at the time and one-half(1'/z) rate of F xztl pay. If a holiday falls on Sunday, it shall be observed on the following Monday. If a holiday ,x t; falls on Saturday, it shall be observed on the preceding Friday. No work shall be performed on { a Labor Day except in case of jeopardy to work under construction. This rule is applied to protect Taw. 1 Labor Day. When a holiday falls during the normal work week, Monday through Friday, it shall be counted as eight (8) hours toward a forty (40) hour week; however no reimbursement for this hours unless the holiday is worked. eight 8 ( , i ) is to be paid to the working p p '$ S• f� �.r�,.,t a /y t:A. "FIN•^�+ Y4} Al .l It W 1Y' ANNUAL WAGE ORDER NO.7 `''' r 1101idhvy.aw7 3/00 r, 1 '��,�,��,t,, �}r g; t�A � •ki`p}�' �i'L� ; ��,�f�uf��a it'f sy��. Y � �itf ,.�1 '1;s1�x�. L `a rr,''r i �: �'a�'ir-,ik »Z+¢-; 4 i•', .•2 ''I �'r< 1 �; d tT �.� ni.^ ,�t� Srx.� ?'Yf+y� .i•f' ie'1�5 a�i kT�l.,.ri � l .^:�'., tiy(�Pk �. r F �?+'t.• �'rr.`��'✓;'N Y• li��'e�7�1r..1 i'R t tr.t r„f:£t;�o-'.aty�xs[.t1`...:la:'`,,,Hr��'� ��t t>ti, ,}� . 3' LL� �'; ,��•.r } . ro. , r �, 1 o} ;,: ..,TS i' dv. i •a } ;t 7k '1". t(,,;.5;, , ,... . �6 7.�.� 4 "t-;• }f 1 v t! x� T i Y 1 � ✓ { fT h 5� N. •i.' :. � .. k tti. .., r ;si•}f r X.�t ti} f.j. , 1� a-t",�, '"t%i,u��: i. ♦ �t+?+ti �-t' [ 1 ,} tv� i:^ 1' r �t, �Y.tk ..t } d x,iC.:�\'�#f: de..�7 .,�''-.-�"5 3'6} i Y• ,� f'( `ik; jY tt�3.S St fEl ll,.-•dt j1�t1ii4 ,t _ - ,'r 1 ( V.L`qs ,t,F1pi'�y,, 2�,.I..�a,a .�tt:t t'�,+ )t �.i , ,. }�.jF.r,E„i�:>tf.,�..,;t,t�"r<r.•S�1(,,,sy'�,`��F3 ;4LL '�k' n X13 >j 5 t• { t; : 'i , i. ,... I CC 111 i:?i-r � 'f`atv ` `'1{ t ` ti t s.::' `t, � xt �?+ ,i 3Y�,r'�v,��[��F��' }x'�'�; Q�sT•",`�.. I.r{1+,i 1' S, t , t .....' tr•t: A t�yrCJwra,i..r1�,...ss1tA; ,�`j .><�f c�� f r�}lyr.9t 1(p"tl Si ,.3 5 i ,4 t , �,<.i,,..a fL't^M.^:1.'f..t "G'f'f,r',+,.t:17/4+`tvs,)Y..°1NF!d:+'*'!,. •.,w....,,...,.r..... ............,,..waw/r,n,n . MAdv:,wr.a..6«:t ��.,,, 1 OUTSIDE ELECTRICIAN J, + ` t; o be used for the following counties: These rates art., t ' Adair, Audrain, Boone, Callaway, Camden, Carter, Chariton, Clark, Cole, Cooper, Crawford, = '1 Dent, Franklin, Gasconade, Howard, Rowell, Iron, Jefferson, Knox, Lewis, Lincoln, Linn, Macon, Maries, Marion, Miller, Moniteau, Monroe, Montgomery, Morgan, Oregon, Osage, Pike,, , Ripley, St. Charles, St. ,� ' } Perry, Phelps, 1 ike, 1 ulaski, Putnam, Rails, Randolph, Reynolds, pia 4 Francois, St. Louis City, St, Louis County, Ste. Genevieve, Schuyler, Scotland, Shannon, Shelby, an Washington Sullivan,Texas, Warren, r ► d COMMERCIAL WORK =F.. ---------- --- Total Occupational Title Basic Hourly Fringe r+ { , Rate Benefits $26.42 $21 Q-4-42% Joume�an Lineman . $2.10 +42% $23.65 Lineman Operator 'f`t _ $18.72 $2.10+42% Groundman �•��'`' t UTILITY WORK tt;'.`r', Total Occupational Title Basic ; 1 ' Hourly Fringe Rate Benefits rile°=tfi�j; ,. ' ! $2.10 + 37% Journc roan Lineman $25.70 Lineman Operator $22.18 $2.10 +37% Groundman — $17.16 $2.10 + 37% J 1y• Y, OVERTIME RATE: Eight (8) hours shall constitute a work day between the hours of 7:00 a.m. and 4:30 p.m. Forty (40) hours within five (5) days, Monday through Friday inclusive, shall z,�t "iii' >, t1i `1i Monday through Friday, ; constitute the work week. Wot•k performed in the 9 and lU hour, y g t<, •. ,'' , �L, "rg'r,, shall be paid at time and one (1 1/2) the regular straight time rate of pay. Contractor has the � 4 ,{: . xy option to pay two (2) hours per day at the time and one-half(1 1/2)the regular straight time rate of pay between the hours of 6:00 a.m. and 5:30 p.m., Monday through Friday. Work performediy`'�6-'Rd'` JJ ^k +fit d{y. outside the regularly scheduled working hours and on Saturdays, Sundays and recognized legalw' :r t rs.F holidays, or days celebrated as such, shall be paid for at the rate of double (2) time. ( � i;<.;• � s;•q,.+ 'r �x y Memorial Day, Fourth of July, .;s, �•z, ttt{ HOLIDAY RATE': All work performed on New Yeaf s Day, T Christmas Day, or days celebrated as such, shall .•.;. Labor Day, Veteran's Day,Thanksgiving Day, e, be paid at the double tine Sund ay rate of pay. When one of the foregoing holidays falls on ay, it , t ry aka' shall be celebrated on the following Monday. ' 5 1'tts „o., ",t�,'r� tX•�1cJ,'�?: {rx�45tflr:,. ANNUAL WAGE ORDER NO. 7 'i 9rou AUTSTL 10 AW7•d{fc � a li w,J�,, ��' _„•,.. ,,,.w,,.;,.,,.,wr.r,•�,,,, ;.........,�"-;'"' rte:. .}' t ...t.„357 S,;.. t. �?.rve'�,.x;e+�"'�,".e�crt•,-t}Y,n'—;,r�•,r^;'rf..i°tyr."kk�''}��'�j:�^ it -n'"" •', tTKr r' e -'tti. t t� .•. .t: 1, x r r r }t j!F st` r,tr* •�4(:y4A 'Man * Fr •' t �"� F' f f r r :�• i > i t � t ,pai5 { }}E ' `?y?' t t,'� ,t::)Fy'•341ui"i!` Y7l��" '� ,� r '# iiGtt«��„ ,tta lfK;C..;,v�A'•'4`r,t' ,.},;rJr CfP,. t ( t. r.JY.{= J, '..77 r,r't {.,I.fw' ,1 it.15`� 1�.f }J7w ��'a tr�:d'7S{;t< x yt`'a, sti., t! .r}'t ,. k+. ,_,� z ..`f ..f ` } 1' �. a.t;�-T �h ''. �' � �' '�r,•fiy' yr y{..*,.1. •, ` 5+.�.�.{, r2 a'-r tt :, + +Fr } ,.t t, x ! ..its ,25;,/�• z, �;1 4,.�.�1r+� bY1 1. 1°`,*f +� � * �.� .C..�j,s'r„ •lr� its.ti, A ,i'i;f.t { ,. ., .i.�' .s.t i w. 3, ,e' .t f ,,f:r'�;,r,:pi�\) ,lZ•.ii,4>,.a'1 r#h'rt�,.,t�UY^:ti - `a �,y',$ ,i S ''(;';4y. y�' �' �f •;`�'1�.�..�F,,1��tR'{,t ?'j;;`l}:r,,; 1.l.at t ti`)tlt t ii; ,7- '.t. _°� ,1 st � ,'t: s ;a� �'t, h f f ft r`., ,.1.p,..t,.,?: ,f!`r 6, .-Ui•` 1t ;tA� .�, , { .;�`., �Pf- �j.f {NtT �4.iAi ',SSr f ( ( • tt.nt#,' 1.'jr 5 �j.. yti at r Ytt Y-rV 5 Zy x,�,, .;`.k jkv "t ita,ti.t`'9. r ` ,n t t.,_,.: '.T f f i, •tr ,>. •.f- f {f' t:rt i'y .rt ,7 � :3.•..C�t2 '�`j. i''45,5�'+'t-��Y:.,d 5b',r ��": t � tt� 'iii"H'`'.•,� .t,';t'�txSF'F�.'�:�t•t R1. � ;} t .f; ' L l. js. t x,,",•.xa t,!'. :,t. _ '.{ ,t ,.tl, ya,...t." rl s3.,F.'Yt5d 4i;�p,.,,v� '" f;3(5g v,,,�'� (s�• „f'� ,,��}} N7 t;`�,} i2 ','' �` ri` �,'�'s�::,,r�.•.7„,.n figs' '�!, .,. ,� t. ,,', s,.,,r, t.3 t,3 ;;1<1'.,gy r� tt.�.,,.J;**��t. .'trf'� y,K,,;.x ��! rr r ,,t,n a-f',a,t.,l.yr.d$:!� '1. t < t'r t' k ..C.,r, t t ifr f `r'�r C t t .I ! ��t, f, �-S .1,iurr s•: `v,•?, �b” .nt:•1 t``Jt �a t 4.t.'"''�. 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'.s f" �,.h I ;�, r, t �l ,L�ic ., s,l 'N?.�f�� .;�S�St,Y'ex5.yi•T,i i�r�''':i,•,;. r}',l =i J S ,..i,.,l .t` ' ,1 � -•:,`C;sr�'F�g`f-'j 4"'.�.�'s r��t3�� a.l'yif�1� r .9•' r' '�' ti ,i 1Jt3�'�tt+ i tirl�5�tr�.,1 "a(.1t E hi h>.3't�l3t r '� M., r.y •r: I. ,'.,�,•S;�F?;v S.a y,ily..T+C '��•,fa°r,TMks,1��4.krklt/}$17,}/y�?.�4,;w 't'f �:! `� `� up 5r�}•r�i�•a�v l��}Rt.dFY./}. 3 t 1. .�.S,,.rt.,,,,.{l,yp t;,.Yk/tiyt ':4 ..7 r 7 IF' .'�:�. ..V r N,}�}`�5^.+�,•6t.sii��y.�j'F•..,�;,t;r,.ary,:hx.�`'r�, .F t. 'iy:� �t4''.. ./fi{'tr+'{F•�!:v d P. �7N�,.�Sj.lr.l.'t,.',r.,,h,� }. 1• .l t 1 tS..iS> 4' 't. ��-9.yJ,i,.(tY�J:l.:.Y � .}. �h� !, �f f ai; ,a�-lf �. } .! '� }}yk,,,�a'.,,.rtt3 vt�ii�yrt��•.,�rrga .i}, ,f:liz'�,},;°F,i.��,,.rf,,:.li�`n�,:.;t�, .t .'4'' .Y, ..7 3 s. '�t'„t' l,yi�, drtt`x�.�;...,r+}r,:�;JtFtS�.,..M (}u•;n .t e .'z r��'•�f'`t;'rti+';'tir•'.,tr1{n nx� $'?n�.fi"J! „rt.;Xh y'. .5:.t ,t ',� ,J.`. .'Ft . + , t:fr es, .s t�.t!<_ ..�. �.� F � > '! aawrlwx•,tklt' ',;aixtt.+l.:w,.•::,E+;« zr,1,ti::w a✓c,,.°aa...:."vu`:.4.u..: »;ifkl eihlMed�h'ek+'n �litrAaN,MHnMil ii�5au'+•.,r$tM„�1.'ra+:«dkit:�a,:.`_`,.:T?'.... .t.kt>,1.rtt;`i.4i.„°'�:t:t.r.,oF:nr�7r ln'i5 w tj•}f 2:: t„:4� `,' ,J rE� AFFIDAVIT OF COMPLIANCE PUBLIC WORKS CONTRACTS LAW r: I, the undersigned, , of lawful age, first being duly sworn, state to the best of my information and belief as follows: u� L 1. That I am employed as } ' ' : •'. ' bye, , f•c S N r.,•:,.: . s 2. That was awarded a public works contract t ' for Project No. AIR 016-40132, Jefferson City Memorial Airport. {j 3. That I have read and am familiar with Section 290.290 RSMo (1993 Supp.) an act relating to public works contracts, which impose certain requirements ;: ` 7 ? :4 upon contractors and subcontractors engaged in a public works construction ' ro ect in the State of Missouri. h �F 4. That has fully complied with the i u,,:i provisions and requirements of Section 290.290 RSMo (1993 Supp.) ,h'� FURTHER AFFIANT SAYETH NAUGHT. :j AFFIANT ey n Subscribed and sworn to before me this day of 20 F " s n t t f NOTARY PUBLICxa;: l�� t k'r5a�ft, ri My Commission Expires:, x. ` x STATE OF MISSOURI )ss 'y COUNTY AOC - 1 �Et tr� 't"rtSl\AEP\W(C\SPCCS\IIOILEN OGC' May 14,2001 � tti 'r` d. .i '�„'C.?�_s�},7�,�;5,',i'i-?;it J�"3�r{t�,''.;r'orrr�*',S',.r,'^�'rttF,,.:>•-7.st rF,;n�''«,r�,;;,,^"{�r''�i�'�'"Cyt'7�"`�':�°,r.�"9q�'T5'g� �'}�+-�A°�: t µ�+T ,�q� , ,ixt �}J. 4y/.y` t .t19t17a �zt;�1.Yx�'A,"iuiiZ iA} {r� *;�4',°,{I�{t :il.{7t.y'"l tCu•` 1q!�+ `"t'�t ..q. w'i 3 '� r� T(�... 1%bWi ^}nY 'th�•;t`sye'�{r ;}v r��' s �`fJ, s�!.y 7 �..•v^j'+.i•$r'�`"'t:}:,.�`yrtk 'z ryij,ykr <,'•`S�,Xt? t4`+ +it •*i +,, >'q- f�j''Ii.:, uv?��df�r y i� C$,y •t x f; ' '? tl��., t.,',a �,} '.@r'�.'•}"•' S •t. .I 6�, r.,,.,..rl Y". 5�( f•`�',b �� ,r d, ,_ '�` •r''. �l�u�•;t .r�3�`J"a �•.�i�'1•��{ +t�';, �{ r��tr,;'•..�2�P�, �.• �+ S � r••t � f r r a ! f l ? 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"� '�•.1y,�fC-•,�.r�1;,u,,.(.�lR1 pd�,.i,fj,et t��t;f�r t'r t�'�•iaa�„.:”n.''x"�'��S�!;i.I:?.t&1. 1 �f��+:<..Zt•,j,'o-yy,\t e.4 f+<j,'tJ�t Y'S;i��';l i•N i`g i'a a��.,itP;r S{'vr i{{�i S+i��r�-.,o?{+'J t.f..c 5$�l a��l,s.'1{rf 1,;.;•u:i+v�f 3 r:t tr'}.:Strf.r''i�,ar.a a r.��:�.1.rJi�,:,.h�:i,'4 1 gc.J{�h�t i�4 t'l:,}v d i{�s1:r f��r.i,j+''t,:'sj.`;s i 7 J k': .f{}r 1�r c�..a�t d}}j.f f it`•j.+;:r i,s>5:,^t i r/7�,1+f`'t }>#!.ir:•r.n,v p}r r i+.. t �1.t +' ( !i t c cr t.t.;1r#+:, J t�1� {l,(,,s.s ii i r t t t{J�r t•:.:f't,.h t t 1¢,C'v t}iPi t 1>.v t}F t'S:j�.tt.t#'.S t P.t a(rr.S�..i J,Zs't7ftftt4f.'.i.1..Y�>F.+a,iir.t t,t"-t�n,`'..r r,tiw lf s e..i.�t.#�'r•l.l{;,alr t,,S 2 i,t 3J Y�c(.t{}.4 tt,t7l';..+�..�{7t r,5��k 5�.=.:��T�p xf1'r+4/r�l'i,�,''^tt•(Jai,'rr.r,�'#}`.r''n�-t'(:ip.t}.��.�t..'{lr�ty�`t'Y�r r.`}�.;'f�$i,J.b",Nry.t�4•,tY t,a`?$Y,l r!� i <.x•• :i 7 y ,s"7,• r:y 1 {� w S r: .«�l .7 r3,;,�, I,1 )" ,} j .�J i} ; ,,1,r tf t'C t '��'�.•t.,v t,S,�.t%f�, 'J:v'r {V�17a`�'i t. � ..y ,S1r �' '!" J ,',54 ,5551 s�lz,.�;,tit•a ±.jkt;=,S,ti sr'; } 7 +, r r .t, �`,�`f .? rn. 45 X ! #Y1.4 , �F7 ,,t k} +ti.+il fii �{.iA. •,;?i��l:t' S .,K ��bb ,.{ '�j, '�,: 't ��1r�.��t�('i",�r", 2h,`�it•, .::If.:.,:i..r r . >, .j� t ;ir � S J7t�°,� �` r o{f p >;,5't>_r 1;.. -3, c}qn',y�fq'•.A tF .l� i. :•A A}'^ ti"sv �' r it,�ecil'mi9. ',•.`:{°`' �,° t c r Anh1'Vf{+x4>~t�ittG4tiK:,.�SAiltt�ai.«>,fw.,� a:,:4t.a,.:.,,.d ^ta:...1_ �,G,is.,:uf7,.:.;w..i s b« �:i:+:3i.i1a.Q'r,'r�.+ l.a��L 7Scl�'' d� it Sr .,,�xp��. rb,:L:.Y.Y,.R'YWi•'i.a,isws{'`.au�s`::r.:."t a�;:l:?r.:if:,n5.wr',K,.::,..:.Lw f..wv'�.w,.i.r.»....wiuw.w,ftuwYltflY{�.Z'1'Lr1 le ! •�'� �� f .�its'.'.+k�;' IY:. P yalg f71• r(P 4. 1'.' I • EXCESSIVE UNEMPLOYMENT EXCEPTION CERTIFICATION ��t~ y t I, the undersi ned, , of lawful age, first �-, being duly sworn, state to the best of my information and belief as follows:' ? by 1 . That I am employed as 2, That was awarded a public works contract for Project No. AIR 016-40132, Jefferson City Memorial Airport. 3. That I have read and am familiar with Section 290.290 RSMo (1993 Stipp.) any {' `.� <L• an act relating to public works contracts, which impose certain requirementsF .; _,;,, r;! upon contractors and subcontractors engaged in a public works construction 4 J: tits: project in the State of Missouri. 4. Although there is a period of excessive unem !o meat in the State of :. p Y yf ,i1 qtr Missouri, which requires the employment of only Missouri laborers and ?'<> laborers from non-restrictive states on public works projects or ,�'�, P improvements, an exception applies as to the hiring of jj 4 'tlL since no Missouri laborers or laborers from non-restrictive states are available or capable of performing �is•�`�, .r;::�,, FURTHER AFFIANT SAYETH NAUGHTY " `; '' AFFIANT � yr 41 �„ Subscribed and sworn to before me this _ day of , E n;a�i f Kc NOTARY PUBLIC E" My Commission Expires: "�3 r �t APPROVED BY: DIRECTOR OF PUBLIC WORKS, CITY OF JEFFERSON, MO F• +f EUEC 1 ` May 14,20011 i "Al\AEMIYI'C\SPECS\ROILCR.OGG r<lj��r � ,f "�1d"t i q"`:vp, �?Lf 1.y,."".i l'1"•". 75!!•¢iT E¢.\'s.(•;•'"tcf+;,r,na fi j.f,`�r F r'E i:;;c?V'rit';'^L;':°?t:,,,r•.c�!.+✓:*g'.£a:�Y'n'?a+ .t:1't T'i"^"r."'•.'"'.'.?�;.•i:.t l`a.t:aV7�:•Y'!.,r;c[F'j tti?xf`°#rt`{.E f k'31ka3 ti;r1,'o-!SF:•r 2 v",}ii¢,�'}:'"r ry.jff M tx't4 c i^,`�.�" r "1{`�•W 7.x,"7"t,s tuM:ri1'1't t 4 v }I frr,} 0 F t «;'t 4•'•y';t�F ,7'St..f,it�.. 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That :« was awarded a public works contract for ,rC, 1 Project No. AIR 016-40132, Jefferson City Memorial Airport. 3. That I have read and am familiar with Section 290.290 RSMc, (1993 Supp.) an act relating to public works contracts which impose certain requirements r i p q U<., ,d.kV upon contractors and subcontractors engaged in a public works construction # ;O;. DT ,+, project in the State of Missouri. 4. Although there i period of excessive unemployment in the State f s a excess nem o fi s ;• Missouri, which requires the employment of only Missouri laborers and y^,K ,y'{S I vS !1 g}§�k ' { laborers from non-restrictive states on public works projects or , tP7,��. t:';r r, improvements an exception applies as to the hiring ofyy since no Missouri laborers or laborers from non-restrictive states are available or capable of performing tp,'.x2r ;�',;._.., FURTHER AFFIANT SAYETH NAUGHT. AFFIANT aa,' rh' � tr Subscribed and sworn to before me this day of , 20_— 1 NOTARY PUBLIC .b ' My Commission Expires: APPROVED BY: ;: 4 DIRECTOR OF PUBLIC WORKS, CITY OF JEFFERSON, MOi' '• ,µ EUEC – 1 ±' .1\Arr\%vm\srccs,nottraDoc June 19,2001 ,.t.r 'n MU i;`r .:TJ?' ^;•7,rn^T;�,!�7� .S r t. •.y..;,; .t•ti": .y..._ ,.d F; # �"':�,r i.I';... �r v. '%�rq tir, �r ,�`, , ,.{� �w7CE 4.7' C' kJ !, ' n'• ,q, iat.,r, ii+t ,ljil t....7.,L,P.. ..y,,.s•.7, ,.1': 4,t.; .t:•..y, F.tijJ ,' �'y ,,( ,� ,e.`!:f.,..{{}}t,Yta;�f>�. �,t�x:.. �'}d'ei Y t<. {, #4; i :'' r' r* ,•:}1 ,r91st:'Ji�§c>dr3iir}.`,. �+ ,t'ati"i{', .,i;t} �Yk:•c; 3Y! i .l .,E ~,. �,?d r'#.n;tt:.r. YJ " ,it r"p. ,�' "r 1 .. �. � 5'.# '"rF.i�j;C•,l tt t .w+T rr ! / .�� 3.5 „{,.•t�ii` F F r j;' !�S r1,�,,:r:.?,��5<,':vr,i.7,:n r w,'f.;�'�' o•e!' rl,(,nt2 t`. � �,t `•'��:� uo srt'.a ,v r'tct,.t,..�tjr z, ;��''� t S atT. u,... � ! � 1� � C•„tr;! .r, s �-r `v�F i�,JJ yw t,.� �� V t°t^. �i• �.u. 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S � t _ r F i� 4 `• J:t 1>.r t I i�i'��'vf rc�Y2 �'s'!."� 44• ?" �7tiiit{ 'M1f14!tirAwt.fM.>K/NM•Awwi>Jwk,.,WtF.4M,uiw>Wrinu,.l.-r+.w.:Ix.,,+,du ntY'n„tiNlV,nt'I t{1• ;.`'%'ltfi7.`, ,•±,,4,..,i?4�,. .niva.t,.,r«tr.;-..a.x, .._�.c.,..... .. ... .........«...J(...o.c..iw.LinuL"ti.'.?.r �.f:.iik'„[l,+.w.tnrGw':WwtXS .s; d>,, i �•V. a v' s r',, CITY OF JEFFERSON rSfi�,'.4 ` 4Y,3t,t 5J °k ✓'i CONSTRUCTION CONTRACT '•tip +�l�+1�y`;i^??f•;;'f}S ' THIS CON'T'RACT made and entered into thi.�2 U day of , 2001, by and between Don Schnieders Excavating Company, Inc, hereinafter refetTed to as "Contractor," and Me City of Jefferson, Missouri, a municipal corporation of the state of Missouri, hereinafter referred to as "City." WITNESSETH: iLC�,k'r"f ! THAT WHEREAS,the Contractor has become the lowest responsible bidder for furnishing the supervision, labor,tools, ; ' £€;t {{'` ' equipment, materials and supplies and for constructing the following City improvements: i,Ac1 , Gp } Extend Taxiway C and Expand Missouri Conservation's Parking Lot. NOW THEREFORE, tile parties h to this contract agree to the following: 1. Manner and Time for Completion. -,,,Sa�fi• r.ti:S•;.Il.,;.. `:} 'i Contractor agrees with the City to furnish all supervision, labor, tools, equipment, materials and supplies `;�>-l� �'•' •��,,,, . . necessary to perform, and to perform, said work at Contractor's own expense in accordance with the contract t ',a documents and any applicable City ordinances and state and federal laws, within fifty(50) calendar days from the date Contractor is ordered to proceed, which order shall be issued by the Director of Public Works within .�;;s'tu�1'71 .}� ten (10) days after the date of this contract. -'>'.� "� :1 �;✓ 2. Prevailing Wages. �„• r7i L } Yt x_ i To the extent that the work performed by Contractor is subject to prevailing wage law, Contractor shall pay a `f•s'�t�;;+5�� r wage of no less than the prevailing hourly rate of wages for work of a similar character in this locality, as established by Department of Labor and Industrial Relations of the State of Missouri, and as established by the Federal Employment Standards of the Department of Labor. Contractor acknowledges that Contractor knows t t f + `•:t the prevailing hourly rate of wages for this project because Contractor has obtained the prevailing hourly rate of wages from the contents of Annual Wage Order No.7, Section 014 Callaway County as issued on March 10, •.,i ,,,1 2000 and last modified in January 2001 in which the rate of wages is set forth. The Contractor further agrees ..n�r.•�.�>< =,t,:3LY,. .;1 E�t,' `?•'�lYi>rf��ri��1FiL; { that Contractor will keep an accurate record showing the names and occupations of all workmen employed in Cf',•'; ', t'V F"' '1 connection with the work to be performed under the terms of this contract. The record shall show the actual "'`JT5, P tt'�3�� wages paid to the workmen in connection with the work to be under this A fy;yi b e per uner the terns o s contract. copy of the record shall be delivered to the Director of Public Works each week. In accordance with Sectiont'- 'i 290.250,RSMo,Contractor shall forfeit to the City Ten Dollars ($10.00) for each workman employed,for each calendar day or portion thereof that the workman is paid less than the stipulated rates for any work done underyrF. A ' 7 r this contract, by the Contractor or and subcontractor under the Contractor. 3. Insurance. Contractor shall procure and maintain at its own expense during the life of this contract: ' Vii:' A. Workmen's Compensation Insurance for all of its employees to be engaged in work under this c ??iti contract, illrt H t„ 1'k X1. k�hg �. r.iunnnt5•rc�srtc�Ytr..srarrnl>�.e'ra � . '�'�`,t'�'. CC-1 ;1 i; May IA,2001 •�Nt^cr f5�•�{'�Y t;,'•.Y,".��s+.�1.�,4 ti,•4.,J,v,S.C',f t "+:ls6 y'��,,.�:x;t'A t:.t+ t✓, o.e f�',�.✓((!,,s'i'bt'' ,:."— r',4 r iii`_,�,..•f °n..�,?-,1n..�,±a,4�.,�,:,t.y..i'.s r";..y.,r.,.•,t,,.t�y.�.te"^r.^;•'S„y'",.n'i+pw,".):r"?y,"�•M t..r•.y Q; '�• ,t , ' +�, t9Ai..' ,�. �b:t',r£ia:,r !'tl :j1t i }�• r.'. t "' r t` ,:v,,�,t :,r: <. 4,ric tt. n?{rf�'"„'„�, t'S,�etr a ;1, ry:. '� w�. t'f1 (1(j�,}(. 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Y+ J :14,` ;��f�'�;�� #�"'y, u°5ft�..y..Yt� i, t :� eiS"' .qt.J•,t,L,F��;r9�7Qrz wP � ,,:, ! ir.E:' 11 { " ,, Y z p.�;,,i;t l,`.;;,�,••;r$8. ,4 r, r (�. r��r'1 f� :t}��'� �krr�Je.�:�t, trri b� :.} } •; d .` r ,' ,,! , '.I .Yi...1S:::.ri,..,.«.»w:.+vW+••n+.^.rr:::wnw..»,.:::::,..,.....,,...u........,.rr,nvi,a.[r•rt_.7r7..',F:rn"?A�" '[{N:!f-LsMh'4:ti'.M:.Y4 wuat++�.taaw„�.l"ibbiM..w»r.s...nr.. :t;t^..r...uu...,d,J.LY.+w.»r.w:n[..Li;i�.Cv:wA4tu41rY9+ifA �)' .e;. Y . B. Contractor's Public Liability Insurance in an amount not less than $2,000,000 for all claims sfaryxa ' arising out of a single occurrence and $300,000 for any one person in a single accident or � ��;, ; {tI occurrence, except for those claims governed by the provisions of the Missouri Workmen's Chapter 287, RSMo, and Contractor's Property Dama ge Insurance in an ;.' Compensation Law, 1 € 3 7 l N ytv'k!'1je Ufi �p L amount not less than$2,000,000 for, claims arising out of't tingle accident or occurrence and $300,000 for any one person in a single accident or occurrence. 'y}j5`''''_'' :+ C. Automobile Liabiliht Insurance in an amount not less than$1,000,000 for all claims arising out to of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence. „ ,std >fi 'I D. Owner's Protective Liabili!y Insurance, The Contractor shall also obtain at its own expense and deliver to the City an Owner's Protective Liability Insurance Policy naming the City and the1!)r ; 4 '1,." jj City as the insured, in an amount not less than $2,000,000 for all claims arising out of a single � 1t.•9{jt3t:n�, a Il f +tad accident or occurrence and $500, n 000 for any one person in a single accident or occurrence, ;•�i�;q,�.�'�t:r;;.�' except for those claims governed by the provisions of the Missouri Workmen's Compensation Law,Chapter 287,RSMo. No policy will be accepted which excludes liability for damage to underground structures or by reason of blasting,explosion or collapse. L, Subcontracts. In case any or all of this work is sublet, the Contractor shall require the ILJ ;cr Subcontractor to procure and maintain all insurance required in Subparagraphs (a), (b),and(c) hereof and in like amounts. ' F. Scone of Insurance and Special Hazard. The insurance required under Sub-paragraphs (b)and (c)hereof shall provide adequate protection for Contractor and its subcontractors, respectively, /"`{ ar against damage claims which may arise from operations under this contract, whether such directly or indirectly employed by it and also against operations be by the insured or by anyone any special hazards which may be encountered in the performance of this contract. NOTE: Paragraph (f)is construed to require the procurement of Contractors protective insurance(or contingent public liability and contingent property damage policies) by a general contractor whose subcontractor has employees working on the project, unless the general public liability and property damage policy (or rider o nst claims arising from operations attached thereto) of the general contractor provides adequate protection agai by anyone directly or indirectly employed by Contractor. 4.' Contractor's Responsibility for Subcontractors. ' It is further agreed that Contractor shall be as full responsible to the City for the acts and omissions of its Y P Y i•.,";��Y:.�;;fit`-„ subcontractors, and of persons either directly or indirectly employed by them, as Contractor is for the acts and � � •:, ,•�, �, omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all ,t subcontracts relating to this work, to bind all subcontractors to Contractor by all the terms herein set forth, art • tr' insofar as applicable to the work of subcontractors and to give Contractor the same power regarding terminatione;•:> Y,4 of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing +?+` contained in this contract shall create any contractual relations between any subcontractor and the City or between any subcontractors. �(F 5. Liquidated Damages. k :1°!r The City may deduct Five Hundred Dollars ($500,00) from any amount otherwise due under this contract for ?;j•, AN every day Contractor fails or refuses to prosecute the work, or any separable part thereof, with such diligence ied,or any extension thereof,or fails as will insure the completion by the time above specif to complete the work a.x7 Y�}ts ^^FF T:vruslta'R1g7:C1�CU��'fRlt � Tlu�.a'IV + CC-2 4 � s,115, '#:f•S�d: May 14,2001 rr•;r,. -,rs,r^,:�,X.s Y.fr'. rrr4��r:i i'f 1%,:�' ""'.�T"+r r. n, J.I^`"n.r•` `"ja, +y + 5 t Y... i Y`4 4-l•ffi�:i�f b,t J�y.�,t'-`i��1.x...l.i,�,�i,y 2.€,,}t^.Yh,{.t�'y•Y,�.,.,.']r ri d)aJ`.(.i,t tl�a'y+'r�v'.i:,'kwi`!';i"',`lr t J°r[J�{•,^r y}rf9�;.t!„.�r�•rur`•�{5�,1 t,{).'ds ir�•}:�;..t,.'�'n'f,1#r.:�'..1:,{A`l'�.jt r;l,u*,;?l"�,C1i".�,x1..b k3 c.�ug�"r�t't{''jt I t`'r}.;".i.t y}v,.i'.xr,;tr'',i i.tar}';S,E t r r z 7:`sr{r"�.,S+ i 77 .1�ka�C:'t:i��rr,,trf�..,:,!.},�t•i..�ti(..,r r:�r,.r,ri.{!r3..r Ai;"t.f dT.)•t1°r{}�.t i{7y t,^i�L•}1!d]j!r,<'v..,,Y f.r;{r''x''r nr x 1.''e��S4Ji''+L`frr.}fj...:!:(.K,t 1"l�ti't.'t\'y t.,r,,.�).t P,1+4,;,,,1^'e.1#S�.,r::�}t.'1 r�t P r,(,��3•;1�"t�,��t.rJ.�r+r�f'$,�"��:'rt11:Lt h k:2},y''et'gr;r•�ri/,�.F:�"S"+f,[aTS,X',:��'x4"'�'•"Yr,{"7(:,'L'�<s:••-,�;X C.r+��yr`Th•;"r", X i�•i�,t 5 �3 �S fifty qs ..fir 11 r.'$•r;9.:4:.+'n'rt'':i.+ 1R1.. 1L 7 fi..4.:: .tl S1F{y#:r•Y�'t At 'J .:�t.l.. .1 >,^Fi{;r.r.+t.tl `.'S/r�i'iy" �f' '4r/� `., e y ., +.+$�� A.. � Y�rt• i ;r 1;_ e, d. •! s`. s+v'., 'r .a"+r';`4}, 1Y�;j J,:4:'.w r„�,.•t..P.,,'�t:�i ,i[�{..,.,at<. ,,i1,.�Yti t'of t'J':�'.? 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'+ li r' V ~I [ .......... ct.ti. t.�,:nri.hw5-t c � _:.a.:,..-...+,,,i+•.:�.:.a.Gi.A:uiYti; rrY+,4ca'f,LiwfAi7i.:.S1:u3i.U? t{r� � .. tR��` by such time, as long as the City does not terminate the right of Contractor to proceed, It is further provided that Contractor shall not be charged with liquidated damages because of delays in the completion of the work due to unforeseeable causes beyond Contractor's control and without fault or negligence, on Contractor's part or tilt crY,x3 ;.t•: part of its agents, 54 ; 6. Termination. The City reserves the right to terminate this contract by giving at least five (5) days prior written notice to Contractor, without prejudice to any other rights or remedies of the City should Contractor be adjudged a fni%i�i.RF 71 bankrupt, or if Contractor should make a general assignment for the benefit of its creditors, or if a receiver ;.4;�ti1•y� :3 should be appointed for Contractor or for any of its property, or if Contractor should persistently or repeatedly =,>;1,�xi;�,,:�'.:•�}+y=,.'"�; refuse or fail to supply enough properly skilled workmen or proper material, or if Contractor should refuse or fail to make prompt payment to any person supplying labor or materials for the work under the contract, or persistently disregard instructions of the City or fail to observe or perform any provisions of the contract. --, .7 City's Right to Proceed. `J+, � In the event this contract is terminated pursuant to Paragraph 6, then the City may take over the work and prosecute the same to completion, by contract or otherwise, and Contractor and its sureties shall be liable to the City for any costs over the amount of this contract thereby occasioned by the City. In any such case, the City may take possession of, and utilize in completing the work, such materials, appliances and structures as may be w: .:,, y,r.✓;; :,': on the work site and are necessary for completion of the work. The foregoing provisions are in addition to, and rf. not in limitation of, the rights of the City under any other provisions of the contract,city ordinances, and state ,�+{;dFwy .;• r and federal laws. I,i,, Grp �t��"f"�:' '• Indemnity. Ly''�`•rtsr. Y To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the City, its elected and appointed officials, employees, and agents, from and against all claims, damages, and expenses, i Ei. �,5�.;'>•, }„ including but not limited to attorneys fees arising out or resulting from the performance of the Work, provided that any such claim, damage, loss or expense attributable to bodily injury, sickness,disease or death or to injury to or destruction of tangible property (other than Work itself) •mcludin the loss of use resulting therefrom and `{ is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for those acts any of them may be liable, regardless of t..�,,,•�;,,,;��;:�';�'t�. whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to `A' "{r1 negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Paragraph. ti,:ref" a ' 17' •}`It rya' 'r'•'L;.I 9. PAtrnent for Labor and Materials. Contractor agrees and binds itself to pay for all labor done, and for all the materials used in the construction of d;:a�• ;; ', ; ;,; t''' �;'> ,tit.g'l..,r .'.• the work to be completed pursuant•to this contract. Contractor shall furnish to the City a bond to insure the payment of all materials and labor used in the performance of this contract. -3;;;' ;`,"tit �-'�">ri•• ',..�,,;~i. 10. Strja The Contractor is hereby authorized and directed to utilize the City's sales tax exemption in the purchase of 7•fa, 4"}` goods and materials for the project as set out in Section 144.062 RSMo 1986 as amended. Contractor shall keep i 3°r and maintain records and invoices of all such purchases which shall be submitted to the City, tti ` T:VOW 1k%VPL% 1..C%X'1 INSl R I'CI IUS%VIV t CC-3 May 14,2001 , ".',:'r,.!""'^!,?�;°T^.Ti ,F1�.r 1 ., .,•- �`„ � 9 t r t" r��r�e d:�. •.r• r�:i'` �;:r'=c}}'(�^'' •'t'' 1 �a, �J�T :.ti., l.�:r tr.�l: ''{_ �':; 'S.. i ,r ,z.f, :k' ' t.:,,F• Iz rS,!�.y79�r.d � , �,ir, � �. .:Y, •�'Y v+;/ .i '3 r.yti,(,r:t`;:� �.t: y ,r Y r ,r r Air, •1 ,,.,. .t:wr,;'l =,;'?�sSv ,f:,;�.:'�,y'�', ,:J 6•t}, k '"t'a§ ��.�..,. ` '�t�r ,t.• f. •N'+,E,a> �:�t; /ft, -:/'a1. �M ,i, ..s ,,` t a i. r, r.t•. t ( r,.;t''. .,y,;• ;s>'it• f�y.'.�jt.. , ..tv rr.:f i; Y, � r .f a:=. 4` �`•s ,}I{.w sh".�L ,Sa ti,.zt Lt.r,:t`� S,� a `:vo." 1 Y 1" f ,1, !"� i� t#'§ r}� �•,}..r.r;"�y' _, +''L {; .r •,Sr t .}' r �' �' } , ;i•. .+=,tl•:: i=;t' •,,,s,'••tx, xs`'a, dt{t,::L+,.,; t. r;a rr ,,;..{S�,°+',',�< � �S•gJ`7'' rd ;,C�"at><'.'1 #'.)`,'x ,� ,,st .v,.'�r y `. ,� 1.. 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'' .;KJhwiSMiMdS{5'AT.iit6fiWSisSl4a:.•twa„•.,.i.S.,w.,.•^.11.tx::.,1. : ,......._,» • p +.r y'wi+p4AMr+'tai+•1,at+.iin,Mn+n+tik'aii�4+wroa.w:6::,::L: .4., ol,r .. S..i,', .r•eMY41.1!ENM."1 /.3$•.if}, '�tw t S "k, 'i .�tS i'avment 1 . g-t<,,,,.,,` ,$to ;3 —sytit�.:' t ? L The City hereby it .;rkC " y y •gre.es to pay Contractor the work done pursuant to this contract according to the payment Y�',?�riR��',` �,• schedule set forth in the Contract Documents upon acceptance of said work by the Director of P tblic Wor ti and 1 in accordance with the rates and/or amounts stated in tile.bid of Contractor datedQ� which arc b reference made a #� y part hereof. No partial payment. to Contractor shall operate as approval or ei acceptance of work done or materials furnished hereunder. The total amount of this contract shall not exceed . One Hundred Ninety-four Thousand Twenty-seven Dollars and Ninety Cents ($194,027.90). ' Iii" "rf Lt"'JI 12. Contract Documents. `'ar {• The contract documents shat of the following: I consist it, 41 a. This Contract f., General Provisions bt b. Addenda g. Special Provisions � i;l ! c. Information for Bidders h. Technical Specifications d. Notice to Bidders i. Drawing and/or Sketches _ c. Signed ( i't,f" :::,•. Copy of Bid r}$,rs;)�rn"v:'�J'.,.•ia This contract and the other documents enumerated in this paragraph, form the Contract between the parties. '' `;}'� ; ,°•. These documents are as fully a part of the contract as if attached hereto or repeated herein. a,�•��'7,';" 13. Nondiscrimination. # f i Contractor agrees in the performance of this contract not to discriminate on the ground or because of race creed ' color, national origin or ancestry, sex, religion, handicap, age, or political opinion or affiliation, against any ""•4., ,,,.,� employee of Contractor or applicant for employment and shall include a similar provision in all subcontracts let �:`��•,�t _r,=��' or awarded hereunder. ` 14. Not.ices. ', r �' All notices required to be in writing may be given by first class mail addressed to City of Jefferson,c/o Director of Public Works,320 East McCarty, efferson City, Missouri 65 l O1 and Contractor at 1:;U7 Fairgrounds Road Y, Y, 1, Jefferson City, issouri 65109. The date of delivery of any notice shall be the second full day after the day of ,t�h, y� IM1 k' its mailing. y y «; 15. Jurisdiction. �t ,•'.iii�•s 4':,J a.,p,�5�4�Yt* ^•4�Y,�1+': °fRAl This agreement and every question arising hereunder shall be interpreted according to the laws and statutes of ` It the State of Missouri. ? ' i%rh�a ¢ f t ',;itF��' r�'�jJ f, x•r .1`�:•�`I t J(/ ilk't, IC a i, t.v iii 'Lp,tl,11tPR1G'I:C�Y't)q'S'kl'4TItSX.lt i'0 't>Z••..z, r y,. r cc-4 xis lay 14,2001 ' 'k`' ' '•!A•t .>".�; .'4+1 r'• ! '?„,E,. S,Yt,'. fN J'? J ,11xy 4.2!'Ji;!y,47Ci-i',I4+^j}-v�z.'jy,�',;t%•18'":"ii'.�;c•..�t�:?,^;1`_'•"."!S;!°!wwt?('p+vwlunan+an.».rc+*r«.;n -,«-�+r- ti,: '.t��',S 3 $x.,<2 ,. r'. ,t��;•t n�� i=f `';1v1 :5,.£•E•. .>r,. . .,i.,',T.lr"t.+y.��'t'z,•.,"�'-z•xn`t'�n�v. .:f' j„t.,x• iF`j,Gc r. .'7?'{�•);ff . `i+lhrt,i „a'.{', n,1'�1,�;rt S,1 r r't,4{; 1Yr,,;,.!'v/,Yt'•',1=.f',`.,, .tk,,,•:•a..:. .: J;' ��1 k a xt:. ,{t: V'j!�',,r..,t 1x.: r}•.0 to f,?.v,fl,Y 'y ,1j ti'''3i h 'S, 'ryst .n :.r,: '.t 1 I; 'r J.+\.>:.t,?�.t.,,,��h� [i``'$'a��""�'ai'-,^•,?;at; +.�„7 ..�yrr. 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PAYMENT AND GUARANTEE BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned .___Don ac hnieders iT 5;T I; Excavating Company Inc hereinafter, referred to as "Contractor" and Safeco Insurance Company of America (Y:;.,a ••_;.>;:, a Corporation organized under the 1 laws of the State of Washington and authorized to transact business in the State of Missouri as Surety, are held and firmly bound unto the t City of Jefferson, Missouri _ hereinafter referred to as "Owner" in the penal sum of _ One Hundred Ninetv-four Thousand Twenty-seven Dollars and r Ninety Cents $_194,027.90 States ( ), lawful money of the United of America for the payment of which ��ti`•�°°'' i '` sum, well and truly to be made, we bind ourselves and our heirs, executors, administrators, successors, and assigns, jointly and severally by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT; WHEREAS, S the above bounded Contractor has on the day of 2001, entered into a written contract with the aforesaid Owner for furnishing all materials, equipment, tools, superintendence, labor, and other facilities and accessories, for the construction of certain improvements as designated, defined and described in the said :,r: ' :'• ', -� Contract and the Conditions thereof, and in accordance with the specification and planes therefore; a copy of said Contract being attached h and mad hereof: hereto e a part .�s;••� ��tr, t /. NOW THEREFORE, if the said Contractor shall and will, in all particulars, well, duly and faithfully observe, perform and abide by each and every covenant, condition, and part of ` the said Contract, and the Conditions, Specifications, Sp Plans, Prevailing Wage Law and rst;�,;;�,� ',,• other Contract Documents thereto attached or, by reference, made a part thereof, t ?y:rs.b.,•ii:i:,.•. according to the true intent and meaning in each case, and if said contractor shall replaced all defective parts, material and workmanship for a period of one year after acceptance by the Owner, then this obligation shall be and become null and void; otherwise it shall remainA . in full force and eff ` '� "�' PROVIDED FURTHER, that if the said Contractor fails to duly a for an labor, materials, '' ' 7`rs.;°r Y P Y Y sustenances, provisions, provender, gasoline, lubricating oils, fuel oils, greases, coal ' °',:a , 1'o. t V, cr,t�rc,; Oi rrce�n(11 L rr:z\Y June 19.2001 ��', �:,F'}"';`�,s E 4# ,F�}}.•�.•�r/,�iY}.-a;�J,1 t k"`�r,,},'{n�.iii"tt:. ,t J'�t;h e t`t}' '.t',J,s,^• y i s.•. r� t 1 v. t v s '�f, t ;.:i}h w ar:•..t...,.:r..•,'.i.:;,1Yd;.t�,r.,i'51.,..;''.t.,c tM. : ,.� -:�.,-. �., F ,�>,••�}!�t`' { �,..�fr; "r,"•s41 6 :E�� ,< 'r ..t � .t,,r {' '{t i f t. .•t � , to• ,trs `v.r.dr"'s;•.c.,::'.,rf;�, ,,.{r� S�S"a (}SPi"�„N.�f t>; t,{,,, .,�. rf. .k�� .E. ! .. .. r v )! .a r. 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'K �''+1.k,1 •"'y1 ,' ".' 1L r .;,ct t < qr t S „{, , r; 'i .:} f } n ft.+.W.r,,ts,*� b ,F� rp-y ,,� j' 'tt•NC� , t>f t...r .t 1. a .r 'r. .t � + '.} .7 iY: 'L'.•I,#.4,=s { V',.f.�t"t�i{;,t�:�l:# "•irJ�',. �}a tt �'.rtt �r.•�, r }.r L t7 h,i+' '_S ! •4 � { tyia'",:t(' y':�. 1>t VJA i1 a V�kr Ma�rtry"�'' .�La rz. �� tfi NA�} y $ -P S 4'rtkF}�t�h f� t(.. J ., ` ,+:i ..+ .J;{+ tx ti ,+ 1: 7' f�^,hy; i > 6 .W >�1�i}14�8il�!i+fSiNk'l trhH'U,tr'wem4tiuuls;.,l.,,.w,..�.: e' ,,....., ,.... z r.,......... . ...»,..,_.........,,-,r�..,.nnrn..vv.:r ,rk^.,ev..n „r.s,'.,. ,n...�....+. ............ ............=,r...is,T..,,......w...._..,.,•.+.•.W....:.....! ........»,»tw .i �. (� �r.,�:t c ., 11rac'*Y. S k• T repairs, equipment and tools consumed or used in said work, groceries and foodstuffs, and all insurance premiums, compensation liability, and otherwise, or any other supplies or i materials used or consumed by such Contractor or his, their, or its subcontractors in ' `I"`'''``'' a'x: performance of the work contracted to be done, the Surety will pay the same in any amount not exceeding the amount of this Obligation, together with interest as provided by law, k{4� t� ' PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract, or the work to be performed thereunder, or the specifications accompanying the same, shall in any wise affect its obligation on this bond and it does hereby waive notice of any change, extension of time, alteration, or addition to the terms of the contract or to 1 the work, or to the specifications: PROVIDED F URTHER, that if the said Contractor fails to pay the prevailing hourly rate of wages, as shown in the attached schedule, to any workman engaged in the construction of the improvements as designated, defined and described in the said contract specifications and conditions thereof, the Surety will pay the deficiency and any penalty provided for by law which the contractor incurs by reason of his/its act or omission, in an amount not exceeding the amount of this obligation together with interest as provided by r.yq law: 4 5 Ys IN TESTIMONY WHEREOF, the said Contractor has hereunto set his hand, and the said z'yT'}5 r Surety has caused these presents to be executed in its name, and its corporate seal to be `' �' <''"' hereunto affixed, by it attorney-in-fact duly authorized thereunto to do at orne ereuno so Jefferson City, Missouri oil this t.,1Y'•r ' day of 2001 . Don Schnieders Excavating Company, In_c. Safeco Insurance Company of America SURETY CO . >::�,•,� R',i. !' � • COMPANY CONTRACTOR i,;a?t.'a BY (SEAL) BY f' (SEAL) (SEAL) BY (SEAL) Attor e -in-fact (State Representative) Ef�'7 `��t'�+�•a°t°`'• ''• Kris L. 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F. !1� .�'^i !r :aJ.i.., ..c,...,r. w..t.. •wA:..w...,,1,.1, 1.,:>...3ar+..,:>wuw.:..+:.WG....,af+,i.�' .c:,':.{:Sw-.);�'t..�r�f, tx}:t.,a'�f.. t ' ry MILLENNIUM CORPORATE PARK BLDG.C ttli2fl r,'. 18400 NE UNION HILL ROAD ,sjr REDMOND,WA 98052 i •..- kph: r �•. fkc; ' % i ir,1S ��, �� '� 61•y if,i�i i� r t t., + 4 f,. t� t tY ..f, , .k2F t +r 1 , '• ., .•. ' . 'i,.. 5 1 .r F r. .IC tl`�y�^��'Y'�1+''�r��3'`A( f 1.' +t tx'�t..4,s Y/ '{r t. , t i'Ct'C. rr��h"1•r r ( f4�'•'Rr`i��}'.. ;,�54 :.t, ?� t 1... .'/ t .. ''y 'r. r.elt Fi "Hitt t �!NA� �t•fi y,�, .r. Jl)lVpYRLtlN.d•�A�1.4,1YMi.M,v44N.t,..w-,Y.,..,.. .., ,,... ,.. ..,...- ....-..,er . •...r.. ,n*P.+.•rMrf...4fA r,r r..r r. ...,.w....,r...,.. ......,..<_..w...11..r., ., ,....w.. ,..........,.w..,..a..ww�L,t.,,Y'L,.YCrFhahuVl�'i%�T pSUYJ� ��(`1 ,�;�' /� i5 fib .1 •d :r", a:r }fir. � a �•�l rf t t e POWER SAFECO INSURANCE COMPANY OF AMERICA SAFECO~ HOME OFFICE: SAFECO PLAZA v t � OF ATTORNEY SEATTLE,WASHINGTON 98185 No, 5462 Y o, � KNOW ALL BY THESE PRESENTS: t; �r { • t That SAFECO INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint '�`;r�`!}'\,•ti, ,i ...�....r...............LOUIS A.LANDWEHR;CARL E.REYNOLDS;KRIS L.BENNETT;CI4A RLES E.TRABUE;Jefferson City,Missouri""""*'"'•••"•"""*'"�"�"' r its true and lawful attorney(s)-in-fact,with full authority to execute on behalf of the company fidelity and surely bonds or undertakings and other documents of a similar 1 character Issued In the course of Its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly f tutu executed by Its regularly elected officers at Its home office, :.l IN WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this loth day of October 2000 • r`'' A S i'i ,• . ! j i •,{ } It R.A.PIERSON,SECRETARY BOH A.DICKEY,PRESIDENT ;}rr.=rt,.t,,,;^.,r.,:;•!:' '`' CERTIFICATE Jil +{erSi t, i Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: r:' +"• r!„� .Article V, Section 13. - FIDELITY AND SURETY BONDS ...tine President,any Vice President,the Secretary,and any Assistant Vice President appointed for that ?{�-sY;4:i,°�',,,,r,;• purpose by the officer in charge of surety operations,shall each Have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to G? -'; U;6` execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or xyt sr }j dertaking of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced;provided,however,that the seal shall not �;<<' 4j1{; necessary o the validity of an such instrument or undertaking." ry ty y :�;.e�i'.r'i� },.�, •:; Extract from a Resolution of the Board of Directors of G,'4fje r,11(_ ;r;!•?rl„ SAFECO INSURANCE COMPANY OF AMERICA adopted July 2t3, 1970. `' ' tNk1y1pri�,� "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, t The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attomey appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, c ,, the signature of the certifying officer may be by facsimile,and:he seal of the Company may be facsimile thereof." ;,ts;a, !� c,• I, R.A.Pierson,Secretary of SAFECO INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the lx; !p r{ '•; ;, Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws,the Resolution and the 7, Power of Attorney are still in full force and effect. m y p y `y c; llrS z •�� """ IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation _�'�,°,'tcr�>'ti1,�t;,;••. this day of ,�1f�`t f, aV,(k SEAL! : •;.:; s 1953 OP wASM R.A.PIERSON,SECRETARY ' •y..r ',�; +.5.',• Y �t 0' t�I'�":mot., +p :.I u .Y �}•'S�;Iill S.13001SAEF 7198 u Registered trademark of SAFECO Corporation. k' , 10/10100 PDF Mt'4's iS 4�..�•�t'Y°,�M!•n?•,�'.},^r•�`T',r'.?'r'!" 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I rt'.t2, 7. 1?rf('. { so � t •'�i o t,�,r,t; t'..u11f''�°.lt�� mot•: 'f� ��,�4 it it at'��'n) r,A, {nXs�-,?hS}``:rq•"7`�s(i��'r;zt{,.��,`/,��: r {(,%''�; '� •{r�✓ �" ',d t i'.r '� r ,�,�4 f r r � 5, i•, � J u'11`" x`�..;',n r,2nS:`��ta;�!r'`'�s;?.1� r�r Till•" b � �1 +`Y',s "'r. �':#d�,y X5;4;fi'x 1pi��7rfi Gtr-�l'rr.�'`'r#'sl�l 4t h;",'�1.S�j'�'i�r.�Ti., ! .�*. t a '.. �,,t `�` C,�., Z t t�1�,. rl,�f:d�I' rr,r:....t ✓ pia S tt },t' R" '•, '�iy;a��triucc.Autsr..,ii:w....la.,n::ta�4•t.2�'�,ara,r..1r,>.t _.......,.vi..t-ra.�:�.4'i.a:tY7d�brdJ»teeMiWrP�a(naw+.i.A+.r;rx:w:+i,:G:i:..iwnw.� w.>.,i.a:d:S,ta4:R..F''.c:�+r{a'�t1,fHatwrSl.+k:u�:�wr35�u.�§x�3d IMPORTANT SURETY BOND INFORMATION MISSOURI - s, u t. Your SAFECO agent is a professional Independent Insurance Agent. If you have specific questions about ?•' �r �� Y I+f�•HK your Surety Bond, YOU MAY DIRECT THEM TO YOUR AGENT", 7 MISSOURI SPECIFIC QUESTIONS � � Y t If you have been unable to contact or obtain information from your agent, you may contact SAFECO at the following address and telephone number: SAFECO Insurance Company of Americattt,+' It,R1}il D . General Insurance Com an of America;zT First National Insurance Company of America is Surety Office r; '^ P.O.Box 461 f °r St. Louis, MO 63166 r ' Telephone: (314) 965-0400 ddrr ): •"��.i�i r•. 1'�t��t, c l S-38551SAEF 2/98 ®Registered trademark of SAFECO corporation. �s f �v • r „ a .+. .�.�. �w ''� ,•t" � .,�t. t i�°��t-r� g"yd'+ xt 3�.� 4 �• t� { 'It` y� h �'{+!� rd r .S 3 �•� '�e5 i.' lt��j�+ � }'rcusc`G��4'r�<+r(t'' ri r��i(,� ��nZs.,i 7� �y qq✓;��,,.i r r� 't. A.� .i•t f e. � �" r ;3�d n..,. a ltat�+.•�kk P �2" x - -' '.4-. �uafy,� ' i#'.� �y�'�". .? 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'.�,S,it I t,,. ,rry�,�t. •1. tr,.,.i�t jt �:J.�5.1 �£S.�' {f t" 11 .t, �; � y >Kw•**+rte,. ..r •i_ r,i...i t +, { .�•,� r�'t r ' 1��r :i , t f t t Ft �t � ` `t ,f r tr£.,t ��`t L't ? a' ?�` ,SM yU"�tl�.'t'h��{4A$"tRtdlr^9.nWiWM+r..e-n,+a,w..,l.,,°.,,... .. 1.. ...... ................ r r.., airs:.r+.tr'.n�... ,, .t..,.} x. r.,'w -..-,..,.,,,...,......_ ._..e......,w,.,..w....,..•,.,..:w.,a.........., .iw..x.,�w:' ,�'��gtiti1t�+��'*. nh{ �d5rr�ril (jpit!>/Yi 4R f (MMIDD/YY) '(i �r�� .':1 ACoR,o CERTIFICATE OF ILIA►BILIY IfVSlJRALNG�'NSc 1 07 '13/01 / THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION tl ` PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE t'`>":i;• HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Winter-Dent & Company ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .,P.O. Box 1046 Person City MO 65102-1046 I f{ INSURER.,S AFFORDING COVERAGE `tT ne: 573-634-2122 Fax:573-636-7500 �c7RE6 j INSURER A: General Casualty Zn9LLranCQ .. .. 1 I INSURER B: MO Employers Mutual Ins. Co. ! Don Schnieders Excavating INSURER C• Company Inc. 1307 Fairgrounds Road i INSURER D: Jefferson City MO 65109 -- ' '- - r; 1 INSURER E: • COVERAGES �'�S`�VS�I{�i�`,�.*�"'1�:'' :rYr: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE.POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH ' PO LIMITS LICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. r 1.Sri%'Z'i rr�eJ. POL)CYEFF @CTIVE pOLICV-EXPIRATION'_.--- -- -_- _ ILTR r TYPE OF INSURANCE POLICY NUMBER I DATE(MMIDD/YY) DATE(MMIDDIYYZ I EACH OCCURRENCE $ 1000000 GENERAL LIABILITY °•---------------- ---"--- A X COMMERCIAL GENERAL LIABILITY I CC I 0 2 5 5 8 31 J-0/lo/100 10/10/01 FIRE DAMAGE(Any one fire) $ 100000 MED EXP(Any one person) $ 5000 ! ' CLAIMS MADE ---------OCCUR - - PERSONAL&AD--- °V INJURY $ 1000000 X Blanket Adaa x_»_aa GENERAL AGGREGATE— -- $2_00_000_O_— �!. X GEN'L AGGREGATE LIMIT APPLIES PER: ' PRODUCTS-COMP/OP AGG $ 2 O 0 0 0 0 0 POLICY X PRO- LOG I -------- f,r!at JECT AUTOMOBILE LIABILITY $ 3.000000 COIABINEDSINGLELIMI7 ' CBA0 2 5 5 8 31 10/10/00 10/10/01 (Ea accident) ,L" A X ANY AUTO -----___._._.��---- — "v'=? 4'%('•°�' ::i�' ALL OWNED AUTOS I BODILY INJURY $ wr'ti,ti1e'{uvr. ''.,,1a BODILY Y INJURY SCHEDULED AUTOS X HIRED AUTOS ? t + f Y IN aURANCE F"ED ` (Par accident) - --- - S NON-OWNED AUTOS PROPERTY DAMAGE $ ..l.t.t. - --._—---------•- ` (Per accident) AUTO ONLY-EA ACCIDENT $ i;'•1pt1 }Ls GARAGE LIABILITY -- - -°--- ----- — •.--___ --- 3;"y..4yvt�,vi r. l" ANY AUTO Date: d OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY I EACH OCCURRENCE $ 5000000 i _- - ,, A ](J OCCUR L I CLAIMS CCU0255831 10/10/00 i 10/10/Ol AGGREGATE _ $e SOOOOOO t 5 `1 —-- __ DEDUCTIBLE ----°---- ------ -------•— $ ---- - ';'1n,,. inH��y•� x RETENTION _S 10000 r-,!,ill OJH- ...ii' WORKERS COMPENSATION AND I ' X ,TORYLIMITS, CR_-____•____—._--__ rr�,b il'ti`, 506564 j ` $1000000 EMPLOYERS'LIABILITY 10/l 0/0 0 i 10/10/01 E.L.EACH ACCIDENT a�'t`' �• B I E.L.DISEASE-EA EMPLOYEE $1_000000 - I I E.L.DISEASE-POLICY LIMIT $1000000 OTHER �t p A Leased or Rented CCT0255831 10/10/00 10/10/01 Per Item 300000t' �t:t; r r " e i meat r;. Erru�at„ DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES[EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS RE: Taxiway "C" Extension, Project No. A.I.R. 016-4OB2, Jefferson City ; iAilr:'' rt•. � Public Works Project No. 61014 " CERTIFICATE HOLDER I N ADDITIONAL INSURED;INSURER LETTER: CANCELLATION ,� CJEFF-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF,THE.ISSUING INSURER WILL ENDEAVOR TO MAIL l 0 DAYS WRITTEN s' �Yg+;, . NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO Do SO SHALL ( City of Jefferson y IMPOSE NO OBLIGATION OR LIABILIT'f OF ANY KIND UPON THE INSURER,ITS AGENTS OR i'C+,•+' �; ' 320 E. McCarty Street t Jefferson City MO 65101 REPRESENTATIVES. � •r f' I,ij,�I'vi' YSt 4 „r ACORD 25-5(7197) © D CORPOR; f `7{ ! }!Wpgc+gMn►!nR.H^^'"'^^..Y,"^" '"•_"T �"'" '-T`.•Y4,—+^'c--.t M7,N74�?ly^"•F15^,�;7J7':i �`�1'i•"a',- } r17S�'�',rh 4' q 'r'.• It ,rt +.t,^..,t<, ':/, ,. rr+.l 't; .t .t.r�r.. h{.}'t.�F N'.rY��;;y,4h,�,� ,try"-;,.,5, t."} i •if..� . iYtj:,.a. "';:t.' �rs� ri l{}(, rrlL.•y ''i, t 1 �, ./, �,1•JY:`1,.yY•_.. r..r.v l,, i� e1/,. S�iV,' .ti :' 1,,. .•,!s( s� i,. 2,,}}U,;. �+rt=t�t.r;il. att.. ,.! ,^ r •,5..', ,.,i .,rµt, c.rl. ., ; T 1 r >. t .E<r'{,. 1 < ;*r„}{�::tom 1....bv' {,,'+•.'°' {!>1 ..;,5t�n7, .xj, :b✓"!`,..!, rio,J•ir. .`vf (. 1 .f J; i ' •{ i 9SYw 11 ;4'' { �' 16 .�,}( 1.. t,;/.f 1,'; '* .."Ft{ i Yf.t•S •P,;[1 .'t �.: i ,:I,�r�h.}•_ .t..' -{1414., t1. ,, tj •�(.t?, r: �: t ' i, !�' s 1•t; ' 7 r w��'z�1,�,tL d.,;�n 1�{ 1� .L.- � -f} vl S J. �Y n, +�'r 3r,•r n�Sr, ,{f �: t ,f, t�y :tiV r� f t.� ->, r 4 ;fy •+ s1. 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Wq. f s Vii' $ � �t M1>'t i.t7c t 3. el,tlLty A }� IY �.� �•+ �� V' `;�.1' .k � ,�_ � it VL� 4tS�tT�,�tr y�-�•>r�, y<a,jh.tvt?��r3'�J'�«�' a:.in�''# ,'� � c` I. �� `� �� s� � 4r�, ��t�; + :� ��"''��Ix�; i t�`'�.iid �s+ i�r�.4 a �>�'•':d��•'� '��'"'�,�� ti'!aA ��'s�� 4• �� F r ttf �'�' �^ M'� t5i ! �2, 7f;1 ia,�ft`C' z\q,. +{ 1 ,i 1 �� r ,G Fyj•..gi �.e'" � wr�:� °•1�S' r S"x`�. .� t { � IMPORTANT ` If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed,A statement fi l&' on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ' . If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may ,r. require an endorsement.A statement on this certificate does not confer rights to the certificate k: holder in lieu of such endorsement(s)• ;� t� t 1, �' }I DISCLAIMER 21 The Certificate of Insurance on the reverse side of this form does not constitute a contract between ;;r the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. f 1'sr,;. ig T r `5 F4 1;;;• {alt i t�G N C�tith •K�l�,. w , G� J� 9 CORD 2&S(7197) ;t ;ti'r {. t .J�t?' ,?;�t:,:'"�s.2''+ t �',itaz r, :bvf4 iv'j{yr*, "6f„,q.;'�{T,,;',tt4CX, t, r7.,` r i �'i�i,'.t 't .tt'4'r�"{o' ?' r :Y .r, t, r•.d. r.: , N. :��' �. >:4+f 1i��tr.,.�ai..X%:r<.t}�:.4• ..k..,y:.. h r .� r,v.L ._��,.,.F}'+;;•� .,di'��#4.�,:;,��c,JrvJ,.�Ty(tr'-:t'! .Y r�}�"+-�c;��5+ &1s,' .t. tif..' ........»me. .l" � yJ ,s ;7� .� .,,'l:1>r,.,n i.... .:a�n• r !.n'., r y8. 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'�' I +� i� ,it� +(, tyn,�i,rl,+,�;itl;.��eia f.Cn•t?`��)� ,�Yi ` .� :: �'xtii i X1145. ..• + � F .. ! ., . ., r.xe...'..a•wax 4 ' � .,e,,.,•r�r.rns h yr,wr,U.,7:.,'.K'.t'!Ri'd�'rAt4c rr+ .r...,., r,,.r.,..._..r-_..,, .,, ,..,..,. ...,r....«w,,.. .,.w P iS 1i r5 t 1 s > r ...G•...x,.�..«.,...M..,. . � � .... ....-.+a,...,r "'!'kN��v 1 �Y}P��i t;r)�� '�yr�({�r`ifti 1''�.. ..aicr�a!✓+�ibA.�tSr.�diL+«..•!•<:�..a,.......'.i^.,:...._._...,., ,.....,.,i.,...w .. ,�,��.. I /� �'1�1�� OP ID nV DATE '. 4j ?}ilZ,�1 ' ACORJI/ INSUNCE 07/13/oa. -I`THIS BINDER IS A TEMPORARY INSURANCE CONTRACT,SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM. - - PHONY COMPANY i BINDER 8 4614 PRODUCER ��A/C,No,Ext)_ 573-634-2122 573-636-?500 General Casualty Insurance @Fp @CTIVE - -- --_ TIME DATE, . ..l .. ... TIME DATE 7 ZI s ter-Dent & Company X. AM Boat 1046 07/09/01 12.Oa. 1 PM. i. _._.d7/U9.��.2. NOONlti,�A„ ,li } ;',u,� ierson City MO 65102-1046 1. THIS BINDER POLICY 0: EXTEND COVERAGE IN THE ABOVE NAMED COMPANY PER EXPIRI POLICY ;5 1 SUB CODE: CODE: 024032_1 I _ °- -- ... . __.... 7CG @NC5'—__ - DESCRIPTION OF OPEFATIONSNEHICLESIPROPERTY(including Location) 1I1r},3.�'wS VSC-1 CUSTOMER IDDO 71i"INSURED :•kl lµ*Y�i{ RE; Taxiway "Cn Extension, K �!`rJri i tt t, Project No. )k A.I R. 016-4082, Jefferson City Public City of Jefferson of Public Works Works Project No. 61014 ':' ;1 Department ,tl,t; :,rr : ,xa•.. ;1 320 E McCarty Street f Jefferson City MO 65109 LIMITS COVERAGES COVERAGEIFORMS __.--•-__---- ------'- - -- -°--- — . •- TYPE OF INSURANCE DEDUCTIBLE COINS'%o AMOUNT PROPERTY CAUSES OF LOSS 1 >°' %}•afs;', ;`, SPEC B ASIC t •S�a} $d l BROAD [ - s EACH OCCURRENCE $2 0 0 0 0 0 0 -____ ::4`tt. ;'{•'. i I it iJ '�i.°—'GEN_E_R�AL LIABILITY (Any one tro_)_ -$FIRE DAMAGE X COMMERCIAL GENERAL LIABILITY MED FCP(Any one person) OCCUR -J PERSONAL S$CIAIMSMDE .' tj?•v+ : J�'.b:;{-'.l., X owner & Contractor Prot. GENERAL AGGREGATE J $2 0 0 0 0 0 O :'+ RETRO GATE FOR CLAIMS MADE: PRODUCTS-COMPJOP AGG $ "INE x jd "AUTOMOBILE LIABILITY ( COMBINED SINGLE LIMIT _ $_-- —� ,+ . ° , BODILY INJURY(Por parson) $ ---__•___._ c�)j# ?r,'.q;ra,`. t;+ ANY AUTO BODILY INJURY(Per accident)- $ y ! - ALL OWNED AUTOS PROPERTY DAMAGE _ S _- �P° ", r: t CHEDULEDAUTOS -$BNSURANCE MEDICAL PAYMENTS - 24tr k •HIRED AUTOS PERSONAL INJURY PROT $ '�.;� ----- NON-OWNED AUTOS _._---__---•------- -------- ,j��x{4�s��^.; :.,^. B UNINSURED MOTORIST $ _ Fr.:�t,�a,�:,•' l $ S;,It'sfkxl'i; c :�;• —_ `� ""'_.tom.----• �,1�'',W)�tn+t�ljI•�,ty�ily't .�'J 8 ACTUAL CASH VALUE AIJTOPHYSICAL DAMAGE DEDUCTIBLE J ALLVEHICLES - ---- --- "-- '"" r1J.)�, _ STATED AMOUNT $ ' COLLISION: _..--- OTHER _ yAiyt`R {r• _'� c•... t..j, i AUTO ONLY-EA ACCIDENT ;j;,, '.. ns GARAANYAUTOTM I OTHER THAN CHOCCNDENT$ .___-___._ � yI -y/jr AGGREGATE Z"t EACH OCCURRENCE $ EXCESS LIABILITY �.�..--- ------ -- a----.--.-- -- (5g I'•,S;t{ _._.__ I AGGREGATE ''r`• UMBRELLAFORM _ C{.4yy�1t� it-sg OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF•INSURED RETENTION $ 4•: y}•��" y •^t„ : WC STATUTORY LIMITS WORKER'S COMPENSATION E.L.EACH ACCIDENT $ }J { �,♦C'(`Jhr. ii4 AND I E,L,DISEASE-EA EMPLOYEE $ EMPLOYER'S LIABILITY �.•.,,; I E,L.DISEASE-POLICY LIMIT $ ''” Don Schnieders Excavating, 1307 Fairgrounds Road, Jefferson City, ISO FEES -- $ (,• s'%t; 't,.. SPECIAL { CDNDITIONS/ 65109 is responsible for premium and audit. TAXES $ ^S' � ;k`!` OTHER q,'•<<� COVERAGES ESTIMATED TOTAL PREMIUM $ NAME&ADDRESS t, MORTGAGEE II` _�AODITIOtJAL INSURED x'•'t) LOSS PAYEE — --..._—_._.------- - --- -- --- �� LOAN X �Z, .,r.4t�t•Y.^, AUTHORIZED REPRESENTATIVE fy ") ( NOTE:IMPORTANT STATE INFORMATI ON REVERSE SIDE © CORD CORPORATION 1993 ACORD 75S(1/98) +raft�r :�t�. �)'•' � ....,.: ,`r,?�`;�r --"--'tr.' '+'�T.,t�`2r.'r�;,.;;}tit',^.;,, •.7r;•:r:�;`:Yl �•r!!'! '�i~l:'t°i`""•�••mray+s; y gag, "V•f ;}� '�y�S,A� t $, ( f• .t r' ,,*;-k' J,s r (rs}}Pr,SI G�?{ t°+,. )�'-•, �iw�� .rY , _ .> >.r, ..,:.Y,''P�":t,'.+:.(._s•rl..r, .,�•,1 t`i"7 t 4r .X, +%�'. ;_ .t :1.,1 J. '4ti,e ,�t:• ', } Y'✓.�t. '�.Y>`,7 fd ) �1„ ,;.t ,( �.{•ct„ § 'x ,.{rt. Y„t :14•t=•t,••,N. t,,A l,. .$( 7. "'4,i: ,:4': .t, i ! ! 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',S f?v•:t 4' �"'�i;7,�,,',I 4,i}... el •i. �t[3•,:Y ,�'�, ..;t�.ilf"yfr; s��'��,: :{ srlr�rr..tt t •.fir, L ..x it 1 � }!1,}�:"Ji4•:.°.S,t�zirrt'"' •� „7, TM,{{;try'''a``k n t •,; 1 , ,!.L ti, t z r^ , t 7 . �,� t! � ��:'{� t.f,1,�4Q��♦ � �. :1,1 •S f.Y pei 1FS"i','ll.,'H,t2�'f, 1 al>t.,�`'�•.:. , i 5.� t ,� is .: � .:. ' � . '. .1.i6i ' �,��rt >j1 f?,ij7.4�3 t( '�R}Y 4' •'i1,31��xikt��..c3'aa:u.ut.x�r1�4...�:ra.�...v.......A:,::.».....,...,..,..�.w::_.:i,+.,.rrm+!i+:nv:'.,,.U�t f..PJ.Yb.r�t.>�1JY14KxFt5>:.Y:r..:...,a,,.+.a».,�:o�.,+vw;w.,...« ....,... ,}.:".,..s.,,us.A.:�i..ftwG k..;+,ww.�.G.'J.: aen}i.�t •�tcr. • CONDITIONS It i , This Company binds the kind(s)of Insurance stipulated on the reverse side.The Insurance is subject to the terms,conditions and limitations of the poilcy(ies)in current use by the Company, ;' ` `{�`'' RE ;,ETA This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company i. :;. stating when cancellation will be effective.This binder may be cancelled by the Company by notice to the t> � This binder is cancelled when replaced b a policy. If this Insured in accordance with the policy conditions. n P Y P Y �+ -:• ,:i binder is not replaced by a policy,the Company is entitled to charge a premium for the binder according to the ?'' ' Rules and Rates in use by the Company. riiY"'r�r r Applicable in Californian.='' When this form is used to provide Insurance in the amount of one million dollars($1,000,000)or more, the title of the form Is changed from"Insurance Binder"to"Cover Note". J�••� � �t 1F[�1 �S'•, Applicable in Delaware , The mortgagee or Obligee of any mortgage or other instrument given for the purpose of creating a lien on real t } a t, property shall accept as evidence of insurance a written binder issued by an authorized insurer or its agent if �,,, �.i•;��,;:d,. the binder Includes or is accompanied by:the name and address of the borrower;the name and address of the � � ,-•r. ti t •;' ; ,•'',.';:; lender as loss payee;a description of the Insured real proper(}i;a provision that the binder'may not be canceled :;.f �:, within the term of the binder unless the lender and the insured borrower receive written notice of the cancel- 15 lotion at least ten(10)days prior to the cancellation;exceptiri'tP1'8"b2f5E,of-aTenewai-ot a-policy subsequent to ? ' the closing of the loan,a paid receipt of the full amount of the applicable premium,and the amount of � U i insurance coverage. ''' Chapter 21 Title 25 Paragraph 2119 a, ` e ca pp Alibl in Nevada 1` Any person who refuses to accept a binder which provides coverage of less than$1,000,000.00 when proof is ! i tom: required:(A)Shall be fined not more than$500.00,and(B)is liable to the party presenting the binder as proof n da, of Insurance for actual damages sustained therefrom. ¢) . �• •i„�� ,,� t' nor q,<�rl:r,;., n„ a p�"s`n f• FviGlh EY:=11i, R t 4 ,s CORD 75-S(1197) t� ,., .t:,y1., t',:f^:SC;:^-'+:!_`.�•n n ,tm,;14'?'i"r"! •.•��j:�-rr's-L�i'..�.^^"...,'•",:,k"'.•';7fi'?'^. '�tTr"l'r•?"•.:l y"V''t4''q's.".+��;�...• T,,.7"T!""i.r t.i n•;'; {r rSrr,�, '�,T '.,ry4�. 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"' ,,;•r 20-05 Interpretation of Estimated Proposal Quantities "+r ,.,r. 20-06 Examination of Plans, Specification and Site 20-07 Preparation of Proposals. 20-08 Irregular Proposals xMa= s ' 20-09 Bid Guaranty 20-10 Delivery of Proposal 20.1 1 Withdrawal of Revisions of Proposals ,. : •, J ll�`+ty"YSr 20-12 Public Opening of Proposals -s 20-13 Disqualification of Bidders y r•.."�•au.t SECTION 30 AWARD AND EXECUTION OF CONTRACT � t* T ` 130 30-01 Consideration of Proposals ' t , ,.� 30-02 Award of Contract t- '''' 30-03 Cancellation of Award t �' � ' 30-04 Return of Proposal Guaranty 1... 74 r�hfyr�i'� rF fir` iStia;a• {''•' 30-05 Requirements of Contract Bonds 5 y� 30-06 Execution of Contract 30.07 Approval of Contract •��'�'_ w' 30-08 Failure to Execute Contract SECTION 40 SCOPE OF WORK3a, 40-01 Intent of Contractp'^ 4� 40-02 Alteration of Work and Quantities 40-03 Omitted Items 40-04 � ` . Extra Work rr��l•L t{r;�j' 40-05 Maintenance of Traffic tr •, ` lye, 40-06 Removal of Existing Structures J 40-07 Rights In and Use of Materials Found in Work 40-08 Final Cleaning Up � "Aw._ SECTION 50 CONTROL OF WORK ' ;,"M.I.: 50-01 Authority of the Engineer 50-02 Conformity with Plans and Specifications r 50-03 Coordination of Contract, Plans and Specifications 50-04 Cooperation of Contractor 50-05 Cooperation Between Contractors 50-06 Construction Layout and Stakes 50-07 Automatically Controlled Equipment ` 50-08 Authority and Duties of Inspectors 50-09 Inspection of the Work -z i�•,st� tt+�. u } r:}'r,tisi\wrk:tsrccs\cen PROV,daw GP-1 h �4 i<" ,s �6 k1'' �r 'F7�,t�'X13.�•i�'q",a�a,:.!• �rG;��•j•`�'�;i;.11.�',?:a � `i;�'. .3f'r4 id .f.Y,'Y'�'•��^ty4+�'��°�.ri�l" 14�: ''`•��, +':;'r .: kt'�+, ''"•',ft F 6{ $ f+tl�qq { �.J tr.' M: } '} 1Y;r't }+ 1. 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' p � � rx •� 50-16 Claims for Adjustments and Disputes SECTION 60 CONTROL OF MATERIALS 60-01 Source of Supply and Quality Requirements 60-02 Samples, Tests and Cited Specifications +t 60-03 Certification of Compliance I , 60-04 Plant Inspection 60-05 Engineer's Field Office and Laboratory 'r 60-06 Storage of Materials a.. �� kti„ • '' 60-07 Unacceptable Materials 777 t�.. 60-08 Owner-Furnished Materials ' SECTION 70 LEGAL RELATIONS AND RESPONSIBLITY TO PUBLIC ?} 70-01 Laws to be Observed 'Y 70-02 Permits, Licenses and Taxes ..1 : r 70-03 Patented Devices,Materials and Processes 70-04 Restoration of Surfaces Disturbed by Others ' `• 70-05 Sanitary, Health and Safety Provisions rY Y •t�• .�.,� 70-06 Public Convenience and Safetyt :> 70-07 Barricades,Warning Signs and Hazard Markings `:. i > ?u 70-08 Use of Explosives 1 '" . E;,".r•1 70-09 Protection and Restoration of Property and Landscape >. +. 70-10 Responsibility for Damage Claims 70-11 Third Party Beneficiary Clause 70-12 Opening Section of the Work to Traffic ,i• 1, 70-13 Contractor's Responsibility for Work 't>y 70-14 Contractor's Responsibility for Utility Service and Facilities of ?� jiiilI Others e,•f4 70-15 Furnishing Rights-of-Way 70-16 Personal Liability of Public Officials 'r4 70-17 No Waiver of Legal Rights Ellk . t' 70-18 Environmental Protection �h 70-19 Archaeological and Historical Findings 3 ,C ktk(c�• s v y' ikl T:\'NNI11\w �Sh1iCS\CEN_PRUV,d,c ag GP-2 '� y 'L'� 's, ' {{ ,'� ' Jy� .,,.;t?gg 4ti�s�' r�.,i u'•'t{}��'T�tj e'�'{`r'y+�'�}{.+` ,�(,; ��,. {yt, _ ' .<<• L3 t ,•N,l, tT �' .,�j' :w,�, l''•1:..7• �: 'i4 M^.\J•tY?�i""*t'�^ Y t'y'�, Ir. 3�C• ,, • L ��t``�+ W�,y 'g'; ,i 11 y i{ t,t'\��,`��g} T'» E• t s � 1 F14rv•�h�'� •�� ti� .� :�-�tT ��i�'.{'�'r�„{4, u1��'�'"` � �j�i�i��i•� '�rl rf ',ta•, r. •,r h , �r �� ji,�,,??� a.is}��'�1��yt �t� '�lyh`'�'�'��r+�C� t t ': ,Yy ff�.� ! 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"� S. 5. , 41' „h r+ ;1 :'•�,. ,3• � Y' r .� r,',t' a or;� �.1 r..; '�J ,9�3 r.� 'J• t. t ,,.v !`diY ;s•2 .{',+ ,. la., y r t. :. ,r t t 's ls. �''��4\l: b�,y,:..ctL kt•#�,w'3•�� t.t,g'Vl•,tir{ ti�f}.' 1 i t G.'`: .. �A'.• •.r '`t ;a�:t}:,.xt fQ. .'i.. q t ,j.i{'/ t a;: .•ij•.} � e r #� :( !!'.( .r• r,,j'yfr,i .'1 t y-.+_ i t � 1, t rr s ? v } } fi; �f X'cvt ��. .•, (r� ;' •'( v {�r i,}+"i, � �•. yi�`9 t �. ,!r i .1. r r Cx,X 'r:�1T .Ji.t rid'3.'.,.a' T ii "C 14 r 1 r 4 i" [ r �r 4 i 7 e7r't'� I• 4"r G 5 r ys r• * �. �kr $ 2:i-,�.�'r`"t� ��+';1,f:�tY4;i1e,,'s s }1. �t ny �«fl s 7' 1 q w �t' tiL�.n�.etsSj #of r.'•1';; �}•aE,�}s i.4', t t r II'''-. •Ntrn.. •r'"r '�• 01"rR'Nl Y'r 1l`P,`��r•.^sy zy,� 3\ r:r,t.rr y �r} i S lt��''3 r t',tr q d�t, .z,�Ji.,4�>'�,tt,.t��+''�',�,,r�S�i'.r.5�(.t.-,v'q tl,,''�r,s..,t�,f\'s-n i�ret 4.c�°'i r,'„v,I;;y f•;+„r�+'b!1'�°t f 4'�o�rl, ,�1�•Gy`rzV.rS' r y.Y•„ a; d • }., 'tr � ;.��{{�,.41:431��li�'�3}``.,,tK,: d��:�r.�l�ail}2y:1}. } •t r. ! !;r i 1. :l, r��t�""M �''tv.��i .'�ppwf'��:��y�i.j"`�1�7+7"� (+'4• t r' n 'LE i./s•yt�'tt.�.sn.r�4; ..,rf f�xa 1.r1 ,c ;�.,3,:•' ;. t, llryl + s .r< + } r!`,'.;� :tp, r�`f'�'.•� i�1 5�?,}'S, ?'0. � � Str[J �� , ,,y5: .��. •;�' .'a..ry r•i,.t.. t .,t; ,.I;. <,fr ,t,'a:, t„ �.,.s,•;ir, '�:., d:r'(�t• 1 `+5 F-t,r ;,.. �, 4c, t.t•rh i a r",E d E:Ltt. ¢ ,7 61 (2 "43 r: :: 3, Ii r .4 t ...}c,•:''� t '3..<S'.•r rf+ •{,, r{f Ys t'w"ilf�y'�;*°, 1 � �s-1 s•..P •>?- '�� .�,j 'a a c� •St.,�, �'a,y� s f``�2 qtY 'r> t r1''Y�`��t"'=r ! i'�r',.�r. 4:' rr��`w "1w��tMv+`irriiMtwhwi:+r.i4Li,arr`.w.r•:r..•...nr..wV.ri.�+w'M ;MYMkYf�[�#'M�i2ltir.:.suit4.:w'N`.:.•�y:ul"" F...,...5....xi 3�3�, c;}a,rsSi'FwArJ4'+1•:�MFa SECTION 80 PROSECUTION AND PROGRESS .n 80-01 Subletting of Contract ' ! 80-02 Notice to Proceed h, R ,,} 80-03 Prosecution and Progress •' i ,f 80-04 Limitation of Operations , 4',? 80-05 Character of Workman, Methods and Equipment 80-06 Temporary Suspension of the Work 80-07 Determination and Extension of Contract Timc ; 4 80-08 Failure to Complete on Time f1 80-09 Default and Termination of Contract 4`!" 80-10 Termination for National Emergencies , ha! Eµi {`l SECTION 90 MEASUREMENT OF QUANTITIES MEASUREMENT � t-1ik 90-01 Measurement of Quantities 90-02 Scope of Payment I',;r> 90-03 Compensation for Altered Quantities 90-04 Payment for Omitted Items 90-05 Payment for Extra and Force Account Work 90-06 Partial Payments :,�rtf',,�.•�, `i.. 90-07 Payment for Materials on Hand yt4 ij 90-08 Payment of Withheld Funds r 90-09 Acceptance and Final Payment \ t. SECTION 100 CONTRACTOR QUALITY CONTROL PROGRAM ' 100-01 General 100-02 Description of Program ,>r,,• 7 ' 100-03 Quality Control Organization g}{ ''. 100-04 Project Progress Schedule +;s 100-05 Submittals Schedule 100-06 Inspection Requirements ' a 100-07 Quality Control Testing Plan ' 100-08 Documentation { r�, 100-09 Corrective Action Requirements ;..,1 100-10 Surveillance by the Engineer 'tier; 100-11 Noncompliance , 'r?} :.5th ,;,,*• t�r'j?� SECTION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN I4r' SPECIFICATION LIMITS (PWL) �r•• ` 110-01 General ' ' �� • 110-02 Method of Computing PWL f P � r .i r:\'1' *I\wrv1SPEC5\GCy_PROVAw GP-3 ^s rig is t f 'A� . ri!• r lW' TY 4 gmsir'.Yt.�cj+`rf S, '111{",�"r',r f �r s:= ,SrY ':• tf• ; F• t? � 5 is r �{{ii;"''�' i}'s � jr �gw dP "r CIJi �y' �tjf y r i7t t {{ p, ` q�rr,cl ({ •' } •'Y p Y', tI }, a 1 + t. t a�rhr`.'� '�` t 'F� fY C" .•..4 it rs't7 i'1�:�1.•t., Yf� ii�` ✓7•�+\ t` �r <s�7 r'1 LL , n!1rSi ,ii- ,ry,r! }} ,• S ''+:Yµ �r.:1�4�r. ,t,.�'. i tx'�4 "�'1 ts, 1{�r. 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Jai f..li ��;: �r'w:c W..... ........ n, SECTION 10 i DEFINITION OF TERMS pF T ` Whenever the following terms are used in these specifications, in the contract, in any documents or other i instruments pertaining to construction where these specifications govern, the intent and meaning shall be l ` interpreted as follows: `) ' 10-01 AASHTO. The American Association of State Highway and Transportation Officials, the r-ii4•yrr A` ,:..': successor association to AASHTO. � (( p,1 AM 10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon t' "r'` "' connecting the airport to a public highway. 10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. ` ,;,-;=rur< tr ,'`, z,tt 1,`f,•,4"nS'11{:'.tr'�'{!i�N�!;�... 10-04 NOT USED. 10-05 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations area used or intended to be used for the landing takeoff, or surface shall mean any area of the airport u ``��''r'��'G�'`�•'r"t •:�1�t;r:A�cog;�;',y,;}',.,, maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, ;w taxiway, or apron. fr, tt,,t.'" , 10-06 AIRPORT. Airport means an area of land or water that is used or intended to be used for the � , ,�:t�i.��`��yr�?,;; r r r landing and takeoff of aircraft, and includes its buildings and facilities, if any. ;" ,}C•[P 0the 10-07 ASTM. The American Society for Testing and Materials. 7i 10-08 AWARD. The acceptance, by the owner, of the successful bidder's proposal. ,; ; 10-09 BIDDER. Any individual, partnership, firm, or corporation, acting directly or through a duly �$¢ �� ; *� authorized representative, who submits a proposal for the work contemplated. <• 10-10 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for L airport buildings or other airport facilities or rights-of-way together with all airport buildings and facilities f.`i:f1:Y A.�,_Vjt,i, located thereon. 10-11 CALENDAR DAY. Every day shown on the calendar. �i , T•`r:l`, 4 a S 10-12 CHANGE ORDER. A written order to the Contractor covering changes in the plans, tf� '�i; 2J bC specifications, or proposal quantities and establishing the basis of payment and contract time adjustment, rxrr ?f? : ''p�.,i is �. �•._'.:, if any, for the work affected by such changes. The wort:, covered by a change order, shall be within the "c scope of the contract. " it "• Y r+w!ft 10-13 CONTRACT, The written agreement ement coverin the work to be performed. The awarded contract r : ?}+ p �.t shall include, but is not limited to: The Advertisement; The Contract Form; The Proposal; The ?' Performance Bond; The Payment Bond; anv required insurance certificates; The Specifications; The ;,f ,. .jl. ' * Plans, and any addenda issued to bidders. 10••14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the ,, r . contract. t t ;s5 =,;G 10-15 CONTRACT TIME. The number of calendar days or working days, stated in the proposal, tq; allowed for completion of the contract, including authorized time extensions. If a calendar date of C?3 .,;�i r,tk r T:N1,0115 wrw%Sl'r,CS1GEN.,PROV d,rc '•'y,�p, iV i rk' n.."s-'p''�.7:,.'^" +� "•u! u+rwMRn"w+' r •.J, ,s.. /;1:: ,.":'{"'.I} ..,.1, y,••,, !'.t ,£rr +rw'. t. '.'�.;,:�7{,y".,<^`,a i,t, •,d>' ,, 1 y ffe r s. ! n4 t>r, f!v of.r...4''',ZL T•..t r%':'e`: .r.l t' {,'.+ ..r''•, �[f5i. // ,'Y,,1,1 Y:ri ' `'.':Y'� �b.,11f1: 7`. K, Vt ".i' .,, r: •ht:.>I,'j;r.•. 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'7i��. t r �'Y t �j.1 1r` t.+ r..; �,. :r d�".:s 1.X Q z n i't hy} ;(tit, Ft rr.',.�.*' 3�.i .>•" ! 1 �t�F z �`of�T".��- `�1{ .,V.:F.<, +i' .,ri� .i szl f. ,;r r :,,�,:4:�.,fit,�.4ii1'"�' � � K�t�¢ ��•4}�f�•z�' � ,o t , r:�i',F ` l� I.i3,.{) t"J 1.[..f: f J' I. :,�3 I�F�. � ,1 i1�t � 1 f A'"� �.•r { Y; h 4. i `r,`�`"a� ��:?' � i "f s i. t 1 1 Y Lox" }�f 7�(,4�} �ai'4T�do S• '` .,�y' �+titla!„x S�drs. '�uifFf4b4kiai:..ail;u.l�u+,w,eu'Ma.e,�n,i4t�w,tm;v¢rWi�dvMfOdb`�1'VFtS'.!YNJC4xt1&ahrs;:i<.>,a.. «:iti'ih`4..zs.�•.,,u....rr...,iN..,..s,3�ti4 t�.�.'".�'. � V!L't:.�.ti.'k.•?�$" a'.�. i {` SECTION 80 PROSECUTION AND PROGRESS 80-01 Subletting of Contract r 80-02 Notice to Proceed 80-03 Prosecution and Progress 80-04 Limitation of Operations`` ° 80-05 Character of Workman, Methods ,111d Equipment _'`' 80-06 Temporary Suspension of the Work 80-07 I Y p Determination and Extension of Contract Time 80-08 Failure to Complete on Timet, 80-09 Default and Termination of Contract " r 80-10 Termination for National Emergencies fiat .r IY pt Jj d SECTION 90 MEASUREMENT OF QUANTITIES =, 90-01 Measurement of Quantities 90-02 Scope of Payment 90-03 Com ensation for Altered uantities i' �'; aY p Q a ' M1{� 4f.. ) 90-04 Payment for Omitted Items T" 90-05 Payment for Extra and Force Account Work 90-06 Partial Payments tr. 90-07 Payment for Materials on Hand 90-08 Payment of Withheld funds tar Acce p 90-09 Acceptance and Final Payment � ��^^� SECTION 100 ' CONTRACTOR QUALITY CONTROL PROGRAM 100-01 General ( ` s'i :ta 100-02 ' a � Description of Program ''t,. :AV.. `" 100-03 Quality Control Organization ' 100-04 Project Progress Schedule ' 100-05 Submittals Schedule 100-06 Inspection Requirements *.} 100-07 Quality Control Testing Plan E1 t 100-08 Documentation `it tyy: •�... f 100-09 Corrective Action Requirements 100-10 Surveillance by the Engineer 100-11 Noncompliance $` mt .,1i .•r,�. ` SEC'T'ION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWL) ` ' 110-01 General 1 fir; i&! 110-02 Method of Computing PWL �? a'r r ud; � ltr "� T;1tMA 151\wtK�,SPEC51GFiN_PHOV.J w GP-3 p } �'� � �• r' ",�, it4 .�,5' ty.��.y`Q�j�L a }S { `ter F�`�c 4�i; ��{�y�•� n A'&��!.�'T"'�V�' !I ,�i } !!� 'a, },�{ �•, i. SjF � pir.y *�,rJ �,tV,�,�'#��1 4'�t��FSVt m�i t.+� �� Y'• �, �, r *r • T �° `� �.��¢� u�I fit, aj, t Y { 'a' � �i •s}15't '�� Yr exn r ` �s 'y ;� k � � t�a I} • e �:��'� ""�a.t 7h 4�f� �y�p,i , � � �,,i yril2�f i' `j: yr 5; h `fLl r s��3�l: dy�M1.✓�t 99 r } f�,,zF�}`ri,�rf!k �:;�,rw„��1l.x�f�,;}V��i4'y °�}Lttr p��xy?., f,+,�' r✓�f..r f�S L It iz�.K^�r !�.l txr '4�eJ �e� ,,,�l t<� �{tl� { i�. , s i - t r 3 ., � .fit} t t�}`n u.tl'L � , .r S �♦+ i : a•j3 ST.t Ij �i 1ik n'xt t!t �,.�'Y�� et+ ' �ii �� ''�� .,. t Ays ytX�'t 1..L 't.,}}. •,{kit fy�.t �+y/�{ fi t�r S s i. � 'i E turf t1l¢ r�Y St i1,C yr 4., }cSt�`r dri�,e t•}=.�`'r�/�5 `'' yy'+sr` tt?.r.Y,.3!n,�:,�`rtC;r; :tt' i t 4 r.�`,: ..�..51•a a >»,>r3�„:�!r' 4, '� ,yt w�:p. 4 �.. ,',�+h r.�',,,�,pt1.. ;,9. .w�;y r .,r •rt t r '{ t,t:,y r .�y.,�?.,,te-,' ,�n,�fgg�. �',�,�'r, tl ;, : \ "F'?J}4iV J�s't}iP�`'•��, t.Y".��;.�J}�? Yr i,}.r•� } `, t ,rr.�,�f. t/.1��:hr,:.s�..:.,;�.� ��.�,z.,, �,s ) X'.,�•� rt. r} i. `tnwmi i l t<s ltitmnii'ta T•c+t..,.ti-,..E:,.......,..........w-..«..t,..,.... ' ....,._......,...........,..,.,..«..,,..•n,M r.,t,.,•tt:,�.q+grt„nt3tt r.<M.;....,.. „,.,._. ....,.., .. t 'Z{c,�,`^s5:';;�•, T�IVf" _,...t..;w.l.«r.....,•,.-...,.na'.rNi.w„ir,.w:.:tti.w,:ra,.V:.srsw,ak tt �p��47", p�. a(tiS { `°t completion is stated in the proposal, in lieu of a number of calendar or working days, the contract shall be completed by that date, I 1 +� L5'•r; '` ' ' 10-16 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for the acceptable performance of the work contracted and for the payment of all legal debts pertaining to the work who acts directly or through lawful agents or employees to complete the contract work. Y � 10-17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface of subsurface waters are collected and conducted from the airport area. '* ; •., �'"`-��'7,: '. 10-18 ENGINEER. The individual partnership, firm or corporation duly p p, p y authorized b� the. owner (sponsor) to be responsible for engineering supervision of the contract work and acting directly or through an authorized representative, •'{ r 10-19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the work. i:.,` ;,t,:; r•r r ii«3r1y)�tJ . 10-20 EXTRA WORK. An item of work not provided for in the awarded contract as previouslyr L modified by change order or supplemental agreement, but which is found by the Engineer to be necessary -7 to complete the work within the intended scope of the contract as previously modified, .l r:•I t~ r t•. .: 1 10-21 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When usedf :"iY'''r}' to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. t}t�a�;rz��rs°,�'•'�: r..t 10-22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and supplements, ,y 'I `N:`it. amendments, and indices thereto are prepared and issued by the General Services Administration of the t -~- Federal Government. '{ ,.1 10-23 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary •r'f inspections and/or tests of the work performed or being performed, or of the materials furnished or being* � r,, P o furnished by the Contractor. t 10-24 INTENTION OF 'PERMS. Whenever, in these specifications or on the plans, the words _ Xt•" i':: J "directed," "required", "permitted", "ordered", "designated", p rescribed" or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved", acceptable "satisfactory", or words of h},� ��.,��%. `:•:. like import, shall mean approved b , or acceptable to, or satisfactory to the Engineer, subject in each case I PP Y P Y g J i >> to the final determination of the owner. r 5, } 4t y41%rt: Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. ��:� • v• t'r� 10-25 LABORATORY. The official testing laboratories of the owner or such other laboratories as may >� be designated by the Engineer. of ,4 10-26 LIGHTING. A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, � • ta,.7/t�t��.•�� { floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft ON landing at, taking off from, or taxiing on the airport surface. 'j., S4 fIF,17Z •J 1 5.1, 10-27 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that is e listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total amount of the award contract. All other items shall be considered minor contract items. t1:�yry�t GP-5 T\4'HISl1wp\SPr:CS\Gf:K_PROVJ.a t a-, •it � r. 3.. 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A •�'Y h t ', i r t :`�t1id: ff .. fY rk.�tu3{.�gt�`j1 1).�'� . :s • r ,4 !�� ( : { t a ..,Y r z+: ,t�q,, (��t�i�` � �t•S: 'i:: £}tF ai, i .t Y. ,..r ' s t r{k �f Y'}• 5`rL' MT�N �5+5``,}P r;,ggl; • ...u,+s^•h s,. e v ,.fl,x.1:•i. § =`'ji.k s to 'i !l . 2 ux[Syd'lietit�ir<ew:u:'+::»i.�...t:�...< . ..,.....,. .,•«+..,.twYOirrx*.N7k.1's"8S1`�t,+/�+'!l?;kx.'k?iCt,1'%f"S,"'i.Y•,Sr:.1.•>.:,3^:i+`f,»,Sr,S,x,y At 'f 1 �f 6t'ti FU �t' {.''it•. 1 10-28 MATERIALS. Any substance specified for use in the construction of the contract work. ! 10-29 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the contract II time begins. " ' `"•'4 . `' 10-30 OWNER (SPONSOR). The term owner shall mean the party of the first part or the contracting ?' �t`:r-'"`:`.4`;`<';•>' {� agency signatory to the contract. For contracts, the term sponsor shall have the same meaning as the term owner. 10-31 PAVEMENT. The combined surface course, base course, and subbase course, if any, considered i as a single unit. 10-32 PAYMENT BOND. The approved form of securit y furnished b y the Contractor and his/her surety "��`a >,,�w�4t•`i}r,.'� i as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction 4a t;k}kl� f of the work. r 10-33 .PERFORMANCE BOND, The approved form of security furnished by the Contractor and his/her surety :as a guaranty that the Contractor will complete the work in accordance with the terms of the i contract. t`:•,.'a}•:r�J4a r .. 1 10-34' PLANS, The official drawings or exact reproductions which show the location, character, t t (, a,+ •: k`.ti '; � dimensions and details of the airport and the work to be done and which are to be considered as a part of v"e "tj. f the contract, supplementary to the specifications. 10-35 PROJECT. The agreed scope of work for accomplishing specific airport development with respect ' ti•s> 3 , 'fit°,i r^ ts.rt, T+.t3,f i"W. to a particular airport. 0-36 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of r,,rUel a . + the plans and specifications. ''" 10-37 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a contract if his/her proposal is accepted by the owner, ctr�?t� 'iE yr' .C.� `]0-38 RUNWAY. The area on the airport re ared for the landing and takeoff of aircraft. t:iD',LEM 10-39 SPECIFICATIONS. A part of the contract containing the written directions and requirements for t.; 5= '`t,'St,+.4 •� f'is completing the contract work. Standards for specifying materials or testing, which are cited in the contracts-specifications b reference, shall have the same force and effect as if included in the contract i P Y physically. ; ;�. y7 M. fy tls3� q51(, 10-40 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, hndholes, + d � lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; �s rp{' +r S.r `` 77 vaults; and, other manmade features of the airport that may be � T ,, .�ti ',�T<��, encountered in the work and not otherwise classified herein. I 10-41 SUBGRADE. The soil which forms the pavement foundation. 10-42 SUPERINTENDENT. The Contractor's executive representative who is present on the work n 1• 4 during progress, authorized to receive and fulfill instructions from tile- Engineer, and who shall supervise and direct the construction. 10-43 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and the owner � Y covering: (1) work that would increase or decrease the total amount of the awarded contract, or any T'199MIIp %S PrCti\G[N_PR0VA.0 GP-6 „ 7'"S_-"'n '"'a•^1""*"" °.,'t"at rauRYC•e4'nM1+M?r,11+s�r.�'"r"+^n •t� .»•r "'".is',`•"w "'R'!nr uAaMR!M4F.t, A�TR ' ykx,}d'?'. 4,t r •x.t rt! 1�, if. a, rtl.,,q 1 .t .r. .i'F :r ,z, , et "t.4"�°"'S""+`..`, .Y ',s t .J:1. .,>-',r t it �ti ',t :.7f;e�et..�', 7 A' :I.,; .•}'.t.t• f :31 ,+`t',t ', d., 5L ,pp1,..+ y.a>R s.:,} S y�, .1„ , s f ,r 1 ( J A y rr5`,,:i? w:4t + n^..K i t'>�+� rl4`f.• rt!'i:'!. •.�,n '•7^ �, �'i�3�k',,li :•,L t.: �i i11 I+ � � ;in. f...1.1:. �y .`.' .:I IC t .,,�.� '},'i,a -'�C 7.'.x.3��. r� 2 t tt•JftY�,M" 4, 4, � ,�,^j ((��1�•�s�{,.A,.,`�4 ,r`J'�t r.�iz�^� r..�,i r•:r' �.5� �t t t � �}'} , ..i.J „Y r ,'t�>�si '�is, r �'4�r;i. '2 fit. ��. �it� J• ,r ySW',, ,:r Y3. xil� ;�. J` •f:.. 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' rwc at - }��" ij °. ....«.i,..,w+wwt.r»:: ..wU.±4i,r.,i,il::vivb`1:.L'J`w",Y.�r.• Y ;w` J major contract item, by more than 25 percent, such increased or decreased work being within the scope of the originally awarded contract; or (2) work that is not within the scope of the originally awarded ,j contract. ! 1 10-44 SURETY, The corporation, partnership, or individual, other than the Contractor, executing '4 , °+ payment or performance bonds which are furnished to the owner by the Contractor. t+ 10-45 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport's runways or aircraft parking areas. NkliF''��tL' 10-46 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractors performance of all duties and obligations imposed by the contract, plans, ?,agr;�3.�b'z;'�• ,r� and specifications. f11"J 10-47 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least rf,V;j�siVt r,, 6 hours toward completion of the contract. Unless work is suspended for causes beyond the Contractors Saturdays, b ;control, Sunda s and on which the Contractor's forces in regular work, ' requiring the presence of an inspector, will be considered as working days. SECTION 20 `"�it �:�.. ;{F. PROPOSAL REQUIREMENTS AND CONDITIONS 20-01 ADVERTISEMENT . See Notice to Bidders. 20-02 PREQUALIFICATION OF BIDDERS. Each bidder shall furnish the owner satisfactory evidence of his/her competency to perform the proposed work. Such evidence of competency, unless otherwise rfo; is v specified, shall consist of statements covering the bidder's past experience on similar work, a list of t,iy• �� .f,y,"`' equipment that would be available for the work, and a list of key personnel that would be available. In addition, each bidder shall furnish the owner satisfactory evidence of his/her financial responsibility. Such evidence of financial responsibility, unless otherwise specified, shall consist of a confidential {, statement or report of the bidder's financial resources and liabilities as of the last calendar year or the Contractor's last fiscal y ear. Such statements or reports shall be certified by a public accountant. At the � ;A''' time of submitting such financial statements or reports, the bidder shall further certif whether his/her %4i"�;. f financial responsibility is approximately the same as stated or reported by the public accountant. If the L bidders financial responsibility has changed, the bidder shall qualify the public accountants statement or Ft;;;{,`" . ,f report to reflect his/her (bidders) true financial condition at the time such qualified statement or report is submitted t h 'jl, ,R''i''�'.:'• ' t o the owner. ,� �� i.�;„'Y•' Unless otherwise specified, a bidder may submit evidence that he is prequalified with the State Highway Division and is on the current "bidders list of the state in which the proposed work is located. Such ;1•t' ': evidence of State Highway Division prequalification may be submitted as evidence of financial responsibility in lieu of the certified statements or reports hereinbefore specified. r?t Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the +,; owner no later than 10 days prior to the specified date for opening bids. 20-03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached, The plans specifications, and other documents designated in the proposal form shall be considered a part • of the proposal whether attached or not. 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'•'.f,3.. ,{J.! ��yY? ,� ,,(� .n c1J.� ”z, tT.',y y*z�i1't� q, ,7., ? rr,i4S.;(rrr.,'8`� :,•�:iyE;','fi.t�. 'I.I S. F:•t'. t y tt c;f r d'� 1 .�Jt;,. :;7;p-::'�•{.,i,"I,i.:r..rx,=, ysrt, ;r�pr�,'r'.3�,��' fr .Y 9f;'.; i1{.tx �i� .i,y`7 ,t �, 1( } r r 'f r -.p° r �,+t 1.j tr` 7� ��I `` .,i, }a� i�`,�� r t'G�1 t•'e�� ,qq�i vt k to;tt f ., r 1 + ,r. ,US •CY;>abSt�.lk q,d ,�'ttJ�t.j} }. '.•i'. �k .•} \X � F.l i r� r,y f zi{ , � °S;,s.7:�Sitq�i�.,,z. i:s��tf� `ll,�•r>� � ..t;'� f; r } , k �i , r 1;r � , c. r , r l rs n\r;t X19 r. .}.. !.r'`• dk } kl�t!,,t>'ti,�$ ., .��}'it1 $., 1 } 7 3 t 1 f` .t .j ;, .i .� 1�' .k I9,Y,.'t-,:L^l,�pr`"t �`t.i:'•q X,- MR,`� iG<.^:1�i,P r' rir� M.`hs I t tr k, 2 r {f p tt r p r{�rri•,�;,'i z t 1 •, , • _.,.r..-..,,... urRV>`r..,rnb'dj!t:iri,rd'!tfi,.. ., 'n.,r. 1e-.-!s�, ,........ .. .. .. .. ..... ..,.. ,.., ............... .. .»...... ,,,.... ..., . ,.., s.......t.v `yr d t t,%�'jk�•�+lS,• }.�htt!it'�'{ i ;iAil�t*4r :fit 20-04 ISSUANCE- OF PROPOSAL FORMS. The owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: ' r d a. Failure to comply with any prequalification regulations of the owner, if such regulations are cited. or otherwise included, in the proposal as a requirement for bidding. r b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the owner) at the time the owner issues the proposal to a prospective bidder. i t l� c. Contractor default under previous contracts with the owner. d. Unsatisfactory work on previous contracts with the owner. 1 (y•%fit S..''}} ry�cL'1+ ,ES^. !. 20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of quantities of work to be done and materials to be furnished under theses specifications is given in the proposal. It is the p' g p p result of careful calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the contract. The owner does not expressly or by implication agree that the ;;ry;.:; i actual quantities involved will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions `9c,r;; .-� pertaining to the work. Payment to the Contractor will be made only for the actual quantities of work performed or materials furnished in accordance with the plans and specifications. It is understood that the quantities may be increased or decreased as hereinafter provided in the subsection titled ALTERATION '+ OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. i r. t %wt, ! ` L 20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected ton.t ��;, t,, -,.;r,•. carefully examine the site of the proposed work, the proposal, plans, specifications, and contract forms. + He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to Nc l be furnished, and as to the requirements of the proposed contract. The submission of a proposal shall be f, prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be z T„H`rR � encountered in performing the work and as to the requirements of the proposed contract, plans, and f ''•tnL !� ?: .._ !I specifications. -•� Boring logs and other records of subsurface investigations and tests are available for inspection of bidders. It is understood and agreed that such subsurface information, whether included in the plans, specifications, or otherwise made available to the bidder, was obtained and is intended for the owner's h `a?rii! tier design and estimating purposes only. Such information has been made available for the convenience of all bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions, deductions, or conclusions which he may make or obtain from his/her examination of the boring logs and r*,rt,,j `'V;*ti;St;; other records of subsurface investigations and tests that are furnished by the owner. ' ' 20-07 PREPARATION OF PROPOSAL. The bidder shall submit his/her proposal on the forms furnished b the owner. All blank spaces in the proposal forms must be correct) filled in where indicated for each and every itern for which a quantity is given. The bidder shall state the price (written } e in ink or typed) both in words and numerals for which he proposes to do each pay item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern. t. '' 2f' The bidder shall sign his/her proposal correctly and in ink" If the proposal is made by an individual, . his/her name and post office address must be shown. If made by a partnership, the name and post office S address of each member of the partnership must be shown. If made by a corporation, the person signing br. the proposal shall give the name of the state under the laws of which the corporation was chartered and t , } s,. the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a s' proposal as an agent shall file evidence of his/her authority to do so and that the signature is binding upon ' a • the firm or corporation. a . 'nwxis i%wtwk%i,reskc8N-PROV doe GP-8 ,tti `s •tG+ ^ 7 +. 'p +t .'. + '$""s'"'f'""IMM'RAFtAk1A'fgl�✓ta'MVJ tlr+ttefM7Wr�tas+wr'.nv e •r I ^'`'ci't` 5 t S ! `'�'i r s"5t.t r r..�+2,x,tli�1/t r J,F i. ;4r"�i%Y}1,_�{,xy3y�}��1+'�' 3 t.+Y.} 1 '.e. .i�, .t�yl��lt•�}!�(f t�f`.�:li t Ks�7 ,k Y,�1yji.r i r,' ,1'/tk.{, �+t .}. ,i"�ss.•7�y. t'k tts,t. (.i}t .� of ry tf' i i.:i E r ! yL: ..'i S ( r J '`} j � r r t?t '7p f: f p,;rc }+,,� � i u 15!!!",_._ ,..t'�.�ii! .}'I � ,�sfj '�41J �'ir iYrl j It l }' f . 't.rtt ,r,' , i t IJ z �; s iJ� t �'e�`ur�A rr rj�tlj,l ;rP'✓.zF'yi't°2� 'y �;U fLi�{s! r! t ,yi, .1. i � #' i , � r i+ .1+, i 1 �,f.�i• .�, +�s li}: '' a `-'�•�' C��'t� ,j+ ..tr.i1 rf 1.1�7. �firt ,' t, Y'{ 1 � k`ij �r ' t i,'1 }yt [i lr�Zt'il�;�ttv �b� `� 't,$c3'p>:7 "xk��;tb `� (r ! '++ Y � .t, tr pt• t"f' w;l;;j,�.,,: t y�1t ,'i,; rt+S ^• ;yJS'..� .47. �.t�SC4,;1'y.�, ''� 1 + tn✓'iLu�,. ,•�f S{j;'+:f'�:4 i�t ��., .fb,a, k.•�.th .riQkFf:.�a�..:�., S: .+. F �tt, 3 •�1! .t +' ..} i' f• 1::. n X .,.e•1n., ��.•"l ll!. `, :l�fs i ,• ++{�'• 4'}±:�sl'l Ol� ku• v j � "r e, .1q�''�?.•y �;.�" ?J i's.t._t .,a., !: �: }, ..H. ,�J j z Ir}," t� t.• t t. i3':.�KF�t J'� ;Ts.i. �s f . . y ` .:y.,.a}' t r 1: �r,.`.r ,>+t msi}+� �R!(i±'S.`}• • ;'+',� } 1t;EbK:Y,+I�. ` R'1`�Jt�,�p, I. �.."Yi��+.,t <.�,;rt aJ�i•�5.. tc1 •.s � _(t .r ;1 ... s '•�.. tar,.ti 6t. iz }'�� t 7 �rs �•., yy �� Y. .. ,yy fib;, $7t.n Ji..vJl�. , �1 i�} f +�' .:i 1 .. .. ••'J f , :"x tt111!`, el:i :tt0 '}a ;,c��l r S �. .,.j:, .� „ :. ;. � .,.. .�.a„•,.k•.r'n,rnr.FS.tY,.FU,*t,.. 16'M'.f�MJ. .F,•.......weu.n,.......n.+.r..3.,... ...,. { .... �# titieAi'ntkirc.vw:.:iuo:rt.naw:.L..ii't.��w�.�i:n,..r,.t....»,................_......,.,.... . � Tty •:t$t (t ``lib t 20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following reasons: I + a. If the proposal is on a form other than that furnished by the owner, or if the owners form is altered, or if any part of the proposal form is detached. ,w b. If there are unauthorized additions,conditional or alternate pay items, or irregularities of any kind I J ,, aJ which make the proposal incomplete, indefinite, or otherwise ambiguous. c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the ., ` i' case of authorized alternate pay items, for which the bidder is not required to furnish a unit price. R i ,�rtvY,tf, d. If the proposal contains unit prices that are obviously unbalanced. t; I A�i(t:c 1:;,:, y4�f•,I 1 e. If the proposal is not accompanied by the proposal guaranty specified by the owner, r,.tt ,y{.`I•1 �t i.'�,t 1•��a I1 V��`i'Y�.',}•).�y..n _:' The owner reserves the right to rr�ject any irregular proposal and the right to waive tecluiicalities if such `� waiver is in the best interest of the owner and conforms to local laws and ordinances pertaining to the ,5 ,jzxprf;,;+t : letting of construction contracts. Iy�Q rus T`i = 20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, or other 'a specified acceptable collateral, in the amount specified in the proposal form. Such check, or collateral, shall be made payable to the owner. s`r 20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a sealed envelope plainly marked with the project number, location of airport, and name and business address of the bidder `j J on the outside. When sent by mail, preferably registered, the sealed proposal, marked as indicated above, 1 � , should be enclosed in an additional envelope. No proposal will be considered unless received at the place ; - I specified in the advertisement before the time specified for opening all bids. Proposals received after the bid opening time be to the bidder unopened. ' 1 u me s e r p S Jy i•+, 20-1I WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that the bidder's request for '•'4�tj `+ ` > + =W withdrawal is received by the owner in writing or by telegram before the time specified for opening bids. '2 �r:>' Revised proposals must be received at the place specified in the advertisement before the time specified for opening all bids. 20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the time their authorized agents, and other interested persons i; a ,'rs+';�;, .+ • ;, and place specified in the advertisement. Bidders, g P , r3r, are invited to attend. Proposals that have been withdrawn (by written or telegraphic request) or received after the time specified for opening bids shall be returned to they"�'1:+� °f� :`', '*a bidder unopened.? ' 20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of thes ,, tt ,Fl. following reasons: ,, #�`t :'t, ' a. Submitting more than one proposal from the same partnership, firm, or corporation under they r same or different name. • .. b. Evidence of collusion among bidders. Bidders participating in such collusion shall be ,Y. . •:?'4' disqualified as bidders for any future work of the owner until any such participating bidder has been �.�"""• ` reinstated by the owner as a qualified bidder. , b �ti �4i C. If the bidder is considered to be in "default" for any reason specified in the subsection titled ISSUANCE OF PROPOSAL FORMS of this section. 4•. n;u i ti t�7Y T:1+J•NIS11wpt;lCpEC5iGEN_PROV.tLIC GP-9 `tad 9 .-em.-^ w.r:• -.rr.:. -.t^ r-.......aww 4": .,-._,. ... ;,...;;...,, ,..•,;„ ,,.,rr': :^"':^':^ .. ;.R:rp ,:,rr, t'i`� -c;�;-^. tazS'! t^' s•sp 'S'!�0'!S�}t^,°.'r'P"'-".;3. .,t. �.�4 s: J.t>7 '1 �:, 1`. ,tr..}• y ,i.,. 1•, YI` .•J\"r '^'. :{5 ft ,(t" ky s...n ,.1 tt,.,ga ">7'11. .{Y:•. r} . �r i r• ..r't "r1YJ"'�.. ;X. :,i:'a,r> �} Syr zr�'+... f `bM -'f' 1, ,�+;:;&2 t;• e 3 �„l.. :1•{t••,r!. +{z� .:. , , �a i sq 4"tt .! a.t;....;,,- •1t,� 1 r T�''.�., P.{ r .�t;1. 4 ,�z 2�. ,k„ J .Y,�, �.'�;''fi�;�i'' °`�, .'r.�'.•.8'? ![. jj: k y J „y": ,.,t s .,n,r+ :y.:: a•!�.,� .: r n,},;4.Y Y•1'ARv;`i,'f`�, e � k� �_ ,fi„fit+r} ,br:ir• ;b,;. S{sMf a: 1 .17, .r�.•i.;;S; , as ,AS�t, r J »;.4..Sq�•� ��1�. !. ."�. �, t.t �.+7+ ,( '}r7:�'r', B,,`•:T?��'t., .4i•t ,.t9.,.t 1.,r; ..�:.t' t Ye f,. 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'.t' y.,, t++.'r',y{.Jt 1 �- sa ,�'(,..•.e„� �;ry.'��..�d. �t ,� .� �� , �R':a�. X .�,/1 i(ie�ei7,3t l.f. ,�, � •,_�'. .rr+..l..>. t 'n5 ,3r: as Ct ',� r r,i,. t .�.. "1 .7, ,FSI'„ .G t,. $ it$ ,a..l;s1, -r "•:l.v, s ,4,.r .t}; .�,.n �,t� ,C tr�t „., �. •:,+, i a.. +} �_a't::a,7r`S:!tts�.,ti:�'.�. {�I ,;.�'11+ `p:F � '.� '�.11'. .S�"�,3;+,,:.�yn�.•::y,�-.rah., .�;; ', r t 1'..1. tr y;t+'� :,t ,t ;,.f.ti �, �d;r'�;`t't'ar��'rt. .,� �+` t„>+,i;'}, Q «.t'”`� 'h;� � j <.i ItCI.,,•�„kr }r f' f t }p. ,`�: i i ! ' ��•.(, .t`''•,:,�t ls,a�.ra, r(yCi�y �C�h^„ ,. �t '�i :,J}a• '�'y :af J�,f�',� i �. a:• rv' ;r + s � jsH +{., r� R Yf J� � + SSA✓•1 � f '+f, , ! i 1+ i•' /, s,i ,•.r t f ,t.. h.:c �r 3Pn41}C 1}313��rs t'+�” a<m ...•..r.w...utm.!Q . IL yyg,,�.' .'`a:(�-�,t;�.,r,.u?u rS��;.. ;='!:tf?:�'•'..i9;s � f , r = L17�',�i'�h�.k's a k fi"4�`��Ai y� ti�''.3,,, �p'�P ;,r;�.f 51�* .,r..tilti '�'•.r, .k�r;;dn viF;;r.lt:., ."'` T rf t �.r ! fi; .t '..��4 ..y,.;, ,i,i�:t%�g,°u.y�t+f r.t 'ro,��{ or..:. t 'r�ol v�t`u�#..h';.le .:�.4•'i,F":t=� .c lam. ;' 7'. at'�h r �ri}13,t�v�.f:%:�/lit t'•,+y�{� .'('�''tu'.7 s'Us a•'4t <i. t r,r•11y-4kr"�y.. t •, (1� !f '' v. ai. {t ,f.,. i,FPl ,frry.< r= fi f�,l uiH�� ifr• r scoS\{`iyo->ftt 'y;, fi;'' T1.t t;r' :ta.• i ! 1',tk?tt � SSS31? rJ, s , ;-r:1,kFa zif y q `'tr f Vjpl t',��, Y{t��d�k" •`, ,i•.,', Q�1;:,,'.{(�,t�>}i �}e�'•� t y 1 r. t ''A ...�, ',,, ,t .l:l YI '.�;i'(.y,)igkr;.Li=' rfy£i,' •,��j,'' �y#.,. *' 6,1,ilt±:3, acau,.u,;.x... .s..,,r c,,. .k.,.:i..r..,.:.,.,wastrr.7v+N5/L�'�'.:u`+'Nucti,(r,?`.`f,.•,..,t9.,fi: r'`'i'�',?.=,;V,S .'1�"i•�Ir,k•.cVi't,�°Y.tc y,i4t+;.yy>r..ac'rit }te �E7 Ali SECTION 30 Ytfit� AWARD AND EXECUTION OF CONTRACT (''� '' r .•a'' d't 30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in r `•f�,. words shall govern. Until the award of a contract is made, the owner reserves the right to reject a bidder's proposal for ally of ir ;,;°r�rs;�'�':.r„r,;•.” y } n T 4 the following reasons: a. If the proposal is irregular as specified in the subsection titled IRREGULAR PROPOSALS of Section 20. ,.�Ti �',tin,rA.s"�s'f(�" ,,,a•::, .E r}yf 4. f� r;f;fX��'ri7' b. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. 'Ii \ 't\ • C. f x• ,Yr r\, r In addition, until the award of a contract is made, the owner reserves the right to reject any or all ''._ :'Fft} '='r°' f': proposals, waive technicalities, if such waiver is in the best interest of the owner and is in conformance with applicable state and local laws or regulations pertaining to the letting of construction contracts; .,; ' advertise for new proposals; or proceed with the work otherwise. All such actions shall promote the owner's best interests. 30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made within {i.z '�' 30 calendar days of the date specified for publicly opening proposals, unless otherwise specified herein. r`l%S4r9{` 1 i Award of the contract shall be made by the `j ow ner to the lowest, qualified whose p ro p os al ,", 4 conforms to the cited requirements of the d' Yr1'Flf•,i"tA `; 30-03 CANCELLATION OF AWARD. The owner reserves the right to cancel the award without aCi liability to the bidder, except return of proposal guaranty, at any time before a contract has been full executed by all parties and is approved by the owner in accordance with the subsection titledtv `n," °' APPROVAL OF CONTRACT of this section. E� 30-04 RETURN OF PROPOSAL G+i:: yp'{1 j{�jJ'•`.Y,1'''a'<Fl:Yi1•;,1. t GUARANTY. All proposal guaranties, except those of the two lowest bidders;'will be returned immediately after the owner has made a comparison of bids as hereinbefore '? specified in the subsection titled CONSIDERATION OF PROPOSALS of this section. Proposal ?ittS Viii c. i guaranties of the two lowest bidders will be retained by the owner until such time as an award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned. The successful bidder's proposal guaranty will be returned as soon as the owner receives the contracts bonds ass specified in the subsection P sak1� Syr,;,: titled REQUIREMENTS OF CONTRACT BONDS of this section. V 30-05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the contract the '° r; '� i 4 Cr , successful bidder shall furnish the owner a surety bond or bonds which have been fully executed by the payment'Y of all legal bidder and the surety guaranteeing the performance of the work and the P a al debts that �*s� may be incurred by reason of the Contractor's performance of the work.. The surety and the form of the bond or bonds shall be acceptable to the owner. Unless otherwise specified in this subsection, the surety bond or bonds shall be in a sum equal to the full amount of the contract. , ' 30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessaryr agreements for entering into the contract and return such signed contract to the owner, alon g with the �y. fully executed surety band or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within 15 calendar days from the date mailed or otherwise ',, delivered to the successful bidder. If the contract is mailed, special handling is recommended. T:\NN4S 11u n'15f'IECS\CIiN_.I'Hl1V J,xr GP-10 t ?� t�,."(( `fr�C£ t+'k7G%�tt } fi T•/his, 7, "'Y-""' 1- v 9Y ,Y tt.[[,�rrr,_� �y�1vv,"It�a'k L g e J{il, irf r�,= ( •f•t y,. !I. t M 1 ii} 1 Of i t r ��i. ::t`,r"1i. �.�F�yt �� • ,X 1 i••� 1 '+,,, '�'✓ �+ Sv�'" �v='Siii 't�IA Sj�,:,F,f�4i�JP'pfy.t il.i�ytitiF 1v^r rtt! `'y,,. � s� e; � v i .i v. t f �tt\� j +:L A..}>S T t +�i"� yd i`Y�v`�n.11r '.�;f s • FA �i t,a 1 r.i�`�y;�j;:#1y,.a�..,.t`i7 r ,4 3 3 .,�,f.t.,.iY � � ( � ,t < �Y,tP,'t,. f :��t rrti r�`' F,-i�"°' ?y }}�,�•1 tyr�t".,t�h 'y F ��,�[,.., �fR)("�,J`(} tit" 4(L. ,,j�;'•}--jj�ki;�`tr i,)rS'j'.�+i:lt7�: �:) {{ K� f.r1 s }r'1 t =, Y .t".� a �: 1 (rt 1�''1.�E$� U. �{,1r+5"d{� ;f'eal�,C l;'(G• i�A l Y'2k r'yl$ �1U .,Y ':3'N3'�':t r5'y },..�: {1'L. ,,,e 5tr f]r t� t. �, 1 ,j l` t.` td^ "``11 � r d �E1' '1 � 41,.•.f.,y�,rjt✓'t'�r't::Y,:'j'ht�;ry'� � :f�i5�t .,A Ri.>•5s .>+!-/r£�.�h t: f.,S i ,t i1 tft �t 1%,t.f,?;' ..fn, , :k.s t.,. ,Y,�'';�''�'Cf!'!`.F: �?{.F y•cF�r)f.:}! 1 t !. •j.'�,y`�+'t '. i;r=t:r.rrl,rcru.•-h. 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'•�:,.,.,,vt 4;�t,;• 'u 1i5}..4 .s;:..,ipv t�l :i s � rt,(. y � 7c iT,<,r,: -,�k.r�y; :�'yY�1 �; .EF, 1Z:1, T4 ' a '±'..ih. t's.';xl»..•��`}•�G.r�tJ�r`F��Y �.a. `r. y r 4v t. i, ,� , Ur r �,a r r+.,.ktFr' } �Ii }+ dr i�Er ,�\5`�S� ,'Ix'��.r�:�r.. f 9}' �r Hl��x 1 / 1 .F° i• .� dib 1 .,•lt S i 7 {i {( t. yA K”\ �'�" � iF +t, cyS•''vrl�s}l re�c tip,y tt?Y�err�,,=n c i.l j r .1 y � 5 fY'rt v } i t+t1r `t t t� r,.f ...)l 'n'y�h�?,��.� t £�`'•e Y , f 3. t i fl)%S�X�>Ye't'!!� r � s� ,�C 't�" 7d!5 t` 'e. $ ..�, j•l.r�1 v`4 P t y4;,;ysw,#�ir ;ye;:1�^F .all{ .`:t,4'�f { �,( .e •, �',.fL.S N.,,tl rY' .J1 �.> ;t� Eft J r } ? # �Ir z ,dS. `S•'f. @ <r .:;,,e'ThSS:v., r ;,: .t 1 �:Czr. t t'� ,:n t't' r •..7,.,SSa��'ir.:t,.,r',4�4".pk (!' a r:i:�r'�,<,f1 �,it ti"C .i',5+�. �. 2�.rA��,+<�1•t'�,.�.: ...tr::z 4 ,rl' y i ,�.'1 �'a{ !, f l..tt$ 5��..'•L f`� .j 1s1.#A=' ,;,w 5,X11�;<�;t S V.tu' s S t i ?V S'1, x}.A'%v,�.rr,Lx;rrj�.,r`.EA-!f y t�s `��}v+ { ak�`rr;.'t�' A y.51ri .yr inf) 7. tt L 1 T 1 k 4 :'S�.:f� tt li•<r'f/,.•�� i,{ ,i�[e �:�K( r¢3. �,7�yf��Axst,rY h}t ai''at/?', '3.•1.+'}Y /: 5 t, i ! Lr�.} �. ..�'�q.1'F4Y I*C'�,,1(? �. .x. 2�J;`t•,,#. r�t.n 'k: jt�.�{Sk!". �)�{fik�,4#S�t'tnT tt � J !l � .1 ., f t j i'tf 1 t S':,•.`� i, � Gi�,�1�441` `YI Y,^ a:�r��te!�P' 's£;,:ts y�+,.1 a �: �. •:!'.t ;,+ ;'t• ;;5.:':. �{e'r. }x� d6r.at .`.fd 't�; ,t " r}t�,s��vd 4ti: tGl,�ti�44•:;r,j;. rr `r•A�'\'45� f4L:a�; ar f+is t4l f4'.., 'v.•. Ff`.74!'r t. ,; i' •.tw.,r f .: ......... ... .. .....,........� ..v �'°`ttY�f `� b,TMNrAb7{#v'r7�"riM�b#Y#NltrtitikY•N,1Mdr+' ..wiP.wee...rw:,.u..,•,..,,.w.�l.-.......:^.-.,..a..;w..r.w..h.r:.,v.r�.n./7?,�`.N+.vi+x}"v,w�:w,•,......_., .«uw. wn,.+r»-JMi+.•.....w.#i•+wsri.LLb.".:i».Lwti t�5 '! 30-07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds that have P P r > been executed by the successful bidder, the owner shall complete the execution of the contract in ;, ° accordance with local laws or ordinances, and return the fully executed contract to the Contractor. Delivery of the fully executed contract w the Contractor shall constitute the owner's approval to he bound f '}i`it ,i ;�; by the successful bidder's proposal and the terms of the contract. :.t r ;i 30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the contract s5:kY 'tj;.y and furnish an acceptable surety bond or bonds within the 15 calendar day period specified in the ::k1 subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be just cause for s+,J cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of r...r•9 ,,,y,Usg} ;'.;'.,' damages to the owner ' ! ;1:15;'�P"�}f��}`•.i��r, to SECTION 40 r r P SCOPE OF WOIZIC �a" f•. r.t 3. { 15lt;, 40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and completion, in every detail, of the work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the" work in accordance with the plans, specifications, and terms of the contract. i'f , ''•-/ � j,{�,4.g.,,�,lf(t{.(r all 40-02 ALTERATION OF WORK AND QUANTITIES. The owner reserves and shall have the right to };"'" '. ` make such alterations in the work as may be necessary or desirable to complete the work originally jc�. ? :'t' intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall be and is herebyf„' 1 ; authorized to make such alterations in the work as may increase or decrease the originally awarded y ' contract quantities, provided that the aggregate of such alterations does not change the total contract cost t- . or the total cost of any major contract item by more than 25 percent (total cost being based on the unit € 7 ,;<<' . : prices and estimated quantities in the awarded contract). Alterations which do not exceed the 2-5 percent limitation shall not invalidate the contract nor release the surety, and the Contractor agrees to accept �:a 5 payment for such alterations as if the altered work had been a part of the original contract. These u . alterations which are for work within the general scope of the contract shall be covered by "Change ` '. Orders” issued by the Engineer. Change orders for altered work shall include extensions of contract timey5 where, in the Engineer's opinion, such extensions are commensurate with the amount and difficulty of added work.. h tr,;r tiy� Should the aggregate amount of altered work exceed the 25 percent limitation hereinbefore specified, mm such excess altered work shall be covered by supplemental agreement. If the owner and the Contractor kt+atrt# i a : . are unable to agree on a unit adjustment for any contract item that requires a supplemental agreement, the #�'� ;� k 4 tk owner reserves the right to terminate the contract with respect to the item and make other arrangementsrry :t,• r;; A' for its completion. ..y.1� rrF ttN�P5: All supplemental agreements shall be approved by the Missouri Department of Transportation and shall include valid wage determinations of the Missouri Division of Labor Standards when the amount of the supplemental agreement exceeds$2,000. However, if the Contractor elects to waive ' the limitations on work that increases or decreases the originally awarded contract or any major f contract item by more than 25 percent, the supplemental agreement shall be subject to the same 1^r,�•,tkr, Missouri Division of Labor Standards wage determination as was included in the originally irr;x; awarded contract. �jY,j' Sur, lqy, All supplemental agreements shall require consent of the Contractor's surety and separate performance and payment bonds. 'A 40-U3 OMITTED ITEMS. The Engineer may, in the owner's best interest, omit from the work any contract item, except major contract items. 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[ A.)}� .c:;Ir x,c.F..:t, ':St`.r.}fl,.l7f' s.[. .5,,�. ,f.z' •�d+„ 5...tr, s..�J:. �s" .f 5 .+ •w r�r•"t' :r�fa ., ,��i .r'6� ?t tIt a< :rti'.iw ,t-.1-t ., •1>rY� t• 3 r fo=7 '�� C ,.} �:f:,,.o„k'�";(a�i�v.�,}�„ t.fit �r '{ ;`}.S' ,,�. ,",5�, <,•:� .,. ,±� �2' �. ,1'., ..7t ,t. I A. rL•,. .. ' •• .f .:{, .t 4 S" .l. '�' '��,at`(2�;(r. re�'i�^.��,,rrl '•:dp„t;�.;�t ,�;1{ r .t'� •f,:.r:, ',',�,. :f< ;,r; �, ,-,. `,- rr ,r , ",: 1 �t !*� .S r, .& tt '¢. ,;fir `:d” V '•. ti::�lf;•t`, 5+ ,,� v =Q. •;,. '•”[ p y! ,-i(`, .1fi1:., .4r:.s „�� .}, Y s� 7 5,,5. rc' c. YY}f �;1 <r P� i"S 'k 7:tTr r: 4..rixt�r d+: .t)t:: ;r ! 'r'r .!};�.,r�*`!iYe!'ft': 5.� 'ik; f 1 +1 .:5.'- r7 s;'L� r4(- :r„r, �4{�.�.,� �. •{` � {"`' � ?, r�"F .,y.t. r..4ii��.,..1.,.�. :.rt^{.y..ti,.t r'. '!.5•r,5�:f''. '! t ',} "Ytu,':'�i1[. � 't5!.;,,'r f'•'�7, s�'. x�. ..rr;.J,, ,4k,.t.F',.,+ :�..rf(., �l c �' ."J�'�t r .t!. t. .is y:l �%a.yt�'n,+h,•. .f{'.,burr ;rY�.�»luyg`�'#�,;�rf'`''$ Q'" i '' !t� ' ! tr 5. 7 , a a.ft#�! x t'ti.;:.i•� +�1#+? .d 1 Sf• o •.,,.•,.n,yr.r '.Y. �,'.1'}; l;t +a ssp'.:,'l,.r.r<Sk`• "�i`JS.y .,rf} F t .:'A �h.'� ;"s.} ��'J'!�',a,:; ;•�: �r" i ir. �i{t^ =�1�,,�: }�\ ��y+��'�: ,isstii:, r�,� {r ' . ' I. ` to>• ''� ,� .', #t?;+Mf�zfi z. � :ti t .( �,,,,;.:dry':.„+�k .,r.p.;. r.i: t•: ! � .J}s F.�,��.yt?,1,,"i^''rte:Y e�`�'3'>*°;f1xs � r,�r�. z `i�`'. �� {.. t .i{ ZS �rrcT ,`. rP 7:a( ,�S`tt.f'•.�bv3.1;Cr13'N �{� ds'.z� ix, (F. .u„..l1F.•,S`N_{+,,.N'�"?'a{rtN4":1`T/"�ST,rt!'rG.v}^..nani;.,n �....,'.,,..,.. ..: J ..t.'SS. .'t•iyf.''`i(�S zp'{s..7{,t��y�"�2f.e! f raufa v'( a. ;ry1J f'ki agreement. Such omission of contract items shall not invalidate any other contract provision (oi- �;1 requirement. Should a contract item be omitted or otherwise ordered to be nonperformed, the Contractor shall be paid for all work performed toward completion of such item prior to the date of the order to omit such it•m, Payment for work performed shall be in accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90. 40-04 EXTRA WORK. Should acceptable completion of the contract require the Contractor to perform an item of work for which no basis of payment has been provided in the original contract or previously issued change orders or supplemental agreements, the same shall be called Extra Work. Extra work that is within the general scope of the contract shall be covered by written change order. Change orders for such extra work shall contain agreed unit prices for performing the change order work in accordance with 5• �r`'``�:�T'FJ�::: ;, the requirements specified in the order, and shall contain any adjustment to the contract time that, in the Engineer's opinion, is necessary for completion of such extra work. `y ° ”" .,1 When determined by the Engineer to be in the owners best interest, he may order the Contractor to # proceed with extra work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. �•'•.`r '�5.,s Extra work that is necessary for acceptable completion of the project, but is not within the general scope of the work covered by the original contract shall be covered by a Supplemental Agreement as hereinbefore defined in the subs SUPPLEMENTAL r!� ,•' subsection titled SUl PLE L AGREEMENT of Section 10. Any claim for payment of extra work that is not covered by written agreement (change order or ;W supplemental agreement) shall be rejected by the owner. 'f(� $! ! . 40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety of aircraft, as well as the Contractor's equipment and personnel, is the most important consideration, It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas of the airport with respect to his/her own operations and the operations of all his/her subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80. It is further understood and agreed that the Contractor shall provide for the uninterrupted A? O P I� operation of visual and electronic signals (including power supplies thereto) used in the guidance of h ur 1 aircraft while operating to, from, and upon the airport as specified in the subsection titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in q' '{{''•.kp Section 70. rtf "7 r: tl With respect to his/her own operations and the operations of all his/her subcontractors, the Contractors tt.; shall provide marking, lighting, and other acceptable means of identifying: personnel; equipment; , t> u vehicles; storage areas; and any work area or condition that may be hazardous to the operation of aircraft, nn; ;Y fire-rescue equipment, or maintenance vehicles at the airport. IP i✓ .; When the contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Contractor's performance of work that is otherwise provided for in the contract, laps and Mw P ,t specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish erect, and 4r maintain barricades, warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United \ States Government Printing Office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress j from abutting property or intersecting roads, streets or highways. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existing road,street, or highway, x The Contractor shall make his/her own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. T:\'M/11S{tw},a'\SP[iCS\Qr:N_PR0V Jot }' GP-12 wa.n.e+nw 'r .r .�F 4f, \t5,ts�f t r 4 s ,}:f ✓ 7 r 7. „ks �. ,.r; r �';rt 1 �' r;$ u. "„ .rt,✓):n F {+J ::� r t. r r .,ti', ti, r r'•r t nth J.Y ^'ti ai F rY1 ?• •'z'( 4 `' .t ,: tl;. " t .., ( t.41 t-t}?`rta'•J'S.}z4 ky khr;HA.vr 4 r,/r r y,^'a,R•;.,�-j-t, i b r f '� ,jai.r ( .1•V u 5 t.+' !. } i , a z t•+,f i' r,-: '•} >t^ r (5 +u$•..4$.•);..'s.;r.: s,iri,,f'•i'�;: 'ti :+,. .;,..., rS.r;..` :5r `t ,t'..,.t:., 1 a ..}t.,i:t(' .v b.:? ,S. 'e { s(,rt.',,J ri f,'i,t{„�er�,�',r,,,ri:r ,, >nt}('•t.r+1 u.�. ti` 4� ,} «1•c,>•7i ,fl'k '' a, y;.�Y.1 �i 4,.,'r' ',j. ,t i,�s;.,r.hz, :.1W. ,=�z .} r�, .r i; i >,�1 1 �I �s!. 5 � 4. r, c, •�� 1 "� d, tJ'bz{y ;7. ,rl.,fiatw;f:�te,i,S. {;q .{ j j,. r7};�,;�. ,. .{ ,:v,tj`S„ r.:r,{r:r1 a `I ' '1f'.�rr,:( .5 :iri,,.,C^},.1,f. :4 .{1 tit;.Y d ;}f Yk i{n,",/l'"r• ,y, r�7..1 t\l, !e. ..F*'• ,N 1 '.,'3T�Jr�A,y 41`, <;r rYt r` , n Sr,..flG:Yr: .�G4'.c 41, r l , 7,q YYyy ll r r. t ,cl ,n: a i rYa P>l s�,i� {i. :h a �tr !'N, 1�iA t7 �i �r•t },}`j ?, �il. � hfl.�,tlx �..,.1.r tii4�+S3}r`�S.`.7i�^i.•{A.t�t%X`:J'6`r>.2.r SY ' '�''.:•n•4:r:S:�i.t { Ss SS,. r 7 y., 1 �t ipc:;+ :ii tC..,.r,�: >•Y:.,;t .t�1F1 r'f.r`;,•Riak}'�i11.f�yt,•�{�'.li/S'�t.2�ia��"7 �}jj rC 9r��.. t.t s'}!,�¢fY. P.. ;1h"' it{,T.�� ,r\3,ff:..,.a.,✓f,;1t.�t: t:l,'.'g;t z.`.-{'i ii' /1 J 1.:'r?g�' ut?�'Vl,.hf;. .r ..:!\ y �r U .r'c ill }'ai:l..atL J;� �''(t, ,Us' ?',es �t�i>ir, bl�.tf,,,t Cti;r r{z {.S.yt -y f tf%f�S ,. 'r,. 4 -.f..r,,,.f,....;,..1;•r, a,i: � .Yt='},S .p.z7i'�. tS.' .t. �+, , �•',ii�i��,fltt� _01 10 • +' - � + .s� tY ilSrYt,�t�i��1a1� s`t��rr�i' �}'�'�`�"'' iv .p%�RZ{,;t�M1y n",fz.t5�y 3.,, t r ,:' }. t ,�•� ,rl Y! £'.� c !. i''y'.y"�.y7�pr�. 3.4.t(?'kV y rs .,,;�?"3k?rs, �i.+��,•6t,;, ,.'t.:.�:.,;•fsr''` �_ �+ •r'' ' ,\.r � �•lk`'r..-.�..v,-t,i! `�it;a;�,y.'��',,;hn, 4 fi�,. ..�. d'�fylLY �fii ''a5•�n{y�, �'.��j!' }:'r,^i,,,4 .�( M. X ,G. ,'r'St < �:y?}tPr,,,Fs��},..r({�Y,� [a.i 3a,�.�t �4y. ,'iC•'; � tricti �„,`'.r•, � ;r$t'.•"Y,,, ti.',�Jt Y., .,t'�-. .q'. r .f F 9�yt`.'1 T ;r n1 tit'�••.'f)+t"S S.SFtt ,9:jY'. °r� F. ,y+`�= ;,' .itn��••'�,��,*,: =j)i �� ,`,r 1 .'IC"�JY .y , l a M,�3 ty=�:'ta'r`T�"�::,ri•ss'J.�`�"•(�: t t•s .';it, 'f,. tt•.u'.'�7yp' '� .3' •,'.qr�-.J • 7�' J, }�lry4Jy'..s f "k'.•i �15:��' .t N t r 4.: s• .:j'? t i r4�. �:Y�riy/ a,.`i vah;e�A44r'`��f* ' o- r�; v4a 'F• h�, ',,i��iF•. .�ta�; .. ..Ff �y, r �.r i. by d t4, s;s `•,��t�.��y�..�, 3,ad} F. C kw.=.Y, }fi1 '�•�4" 4�$ .•.r„+.'fi,�s �ll +�k> 3fY+Ie.FiNr iNi+'bAMhik.+,:.a.....w,...,..,.....••.,......;......._.._...', .....,.....N.rw «^nxt.,r;,ti?'Y:'('+,�C.1•.titlYiNgPMila.}l TS!a,nd+,.kr'k'r-•+itumrs..e..;...,.w:....,.......,.,....w,...+ow,inl'w.a.«.:;a.,w4.z:..o.i,::7'.:..:`«Ut uii.»: st� q�9 •+/,cg & The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measured ?i or paid for directly, but shall be included in the various contract items. f } • f4� 40-06 REMOVAL 01:7 EXISTING STRUCTURES. All existing structures encountered within the 1 :J j established lines, grades, or grading sections shall be removed by the Contractor, unless such existing + trti� structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in place. The cost of removing such existing structures shall not be ,15 { 17. measured or paid for directly, but shall be included in the various contract items. r+7f��4FJ •' } Should the Contractor encounter an existing structure (above or below ground) in the work for which the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such structure. 'a„•' ' The disposition of existing structures so encountered shall be immediately determined by the Engineer in accordance with the provisions of the contract. Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK of this section, it is intended that all existing aterials or structures that may be encountered ( :;-";v;iu:•., g Y .' (within the lines, grades, or grading sections established for completion of the work) shall be utilized in ,; r 'kri • < ; the work as otherwise provided for in the contract and shall remain the property of the owner when so (T:'t'.}T'ti ';','�:; s, = utilized in the work. `+zf^ ` ' 40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the Contractor encounter any tr +material such as (but not restricted to) sand, stone, -ravel, slay or concrete slabs within the lit. �/s;,;,, b 6k:Sw1'•i'�} t`,'f'^ti} established lines, grades, or grading sections, the use of which is intended by the terms of the contract to ,=t c s ' ;:;;•;: be either embankment or waste, he may at his/her option either: a. Use such material in another contract item, providing such use is approved by the Engineer and is in conformance with the contract specifications applicable to such use; or, Mal ., b. Remove such material from the site, upon written approval of tiie Engineer; or Lz';. .'7.'ii�7•3f6�.T..y E173t'i�fl'`p'.•'Yi -`: c. Use such material for his/her own temporary construction on site or ,'t , f ti d• Use such material as intended by the terms of the contract. rd• lri.�r". Should the Contractor wish to exercise option a., b., or c., he shall request the Engineer's approval in Sri: 'F advance of such use. 1 'r Should the Engineer approve the Contractors request to exercise option a., b., or c., the Contractor shall it r. be aid for the excavation or removal of such material at the applicable contract rice. The Contractor P PP P t;��!• f ,}tLc"Ji t,,73�t1,;}?tiis'.l��a shall replace, at his/her own expense, such removed or excavated material with an agreed equal volume of { $Y 1; material that is acceptable for use in constructing embankment, backfills, or otherwise to the extent that kY ` r,`:'`s tiy,r 5,g� m such re. laceent material is neeet.d to complete the contract work. The Contractor shall not be charged for his/her use of such material so used in the work or removed from the site. ;� }.<• �� Should the Engineer approve the Contractor's exercise of option a. the Contractor shall be aid at the ;,fart g PP P � paid, applicable contract price, for furnishing and installing such material in accordance with requirements of the contract item in which the material is used. g q J' .i It is understood and agreed that the Contractor shall make no claim for delays by reason of his/her " ., ` exercise of option a., b.,or c. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a s��z stricture which is located outside the lines, grades, or grading sections established for the work, except " , i ' , • where such excavation or removal is provided for in the contract, plans, or specifications. Fs w .M, 1 ` a TAI A15 1%wrw1S PEC'SSGBN—PRGV.doe G P-13 9 �'�'FM. „t'*'�,T'�,n?•°P:.•,jn rn. '[,. .1 'T„• .,", ',,...' ""+!!",4xa�!w>,?!!warre•'t+r,'fi�. ..,..,!--7n^•�y i .1...�yF,fir. 7.'n•x r'`�t;MT"?r• t. 7r°',. ,t 'P{. .td{� ti,..p„ 'w�'`'+t�'-`••vt;�'. ,; ,S,u,. �i'a14'i!?• 4. r,.:1: .>wii•",•..'T••� i.,l;; . ,'"T.�•�',''-• R.Y: { f .s�'•.t`}d,j. d 7.-s..:, 4,:`?• '4 m=t;r�.:':`,t: •'}` ?i,+ 'N r: ,. , y. „t'".% .r r�r5:' ';r'�c,r7, ,�{,t'``' t.P�r ,o-;t�.;c..S;4Y',h rE l.r .1 t � , ''�i>. ,i� r/Y, rl �,:%': .'� a rr,•U ��1r*1 +; .. F. :! •a�Ste. ��t4is 5 �':� `� � ; °,� +'t ',l•.IZCI St 1:'i �'. 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J� ,J„�'Y!t i <'i,i ,t`- 1`'Y.f71t ,4�.i 1(Ji y y'iyl,p(5.,d'C( . �� • rr, y1 .'�r!''t.. t�'':l yiy',i.,, N1(«r! -S ltf:f�}; ,r 4 j7 i1 't. f4.:1,t.tt v ..'S :�. „!I'.(:{ ,T ',,a .1..:A:'��''i,t:.,{"':?.t"i'�1„f.`.i/W}r`yY1(V;4'.'e�;, F• •I,i ys 't p { , A: AsT �.app,=�'?t�7'4(�",'t�t,1'��,}�•..Cr'. .�'l�l.,'S��J:�1' t?,,*s iR a 3,cln t:'.�.v:rx,,:� L �.r. t i.:�L,'. k i t!}� I r } r•L',l,1 t-1t-,?v.5,i.:.,r�d.?1�Y� r ay�9{ NIP P��s� rt t •�",F.�l� •,fc9�.. a + p};f •+ anrS};;•�:, r.�,IyYrf,i• 'tlii5. .t! .t?:t�§t:t�'7F :!"c �f=r`1�•tY..trl qk ra•, t .i t :,ri J. a,,y�I',vf..0.:i•ak ,rlc ,r t •4�,, { ,/a'l,p•.; d:� X Etr,.?r 7c. ,7 .,y'•t,. F, 4: .k.r,' { r�}-' a 3' i :1: t 4" .t s-L�f <e�.'ii::*a,Y' ,1 ??�.r .,9 etr,,'^t,-,i, ,, ,, .3 d, =e ,t' .tf;{ �.'� ,'�:.;/ { �.. { ,f (l`t �.i::' S;c,' 7. i'1 t'�. ;:, :,r:�"ti.::f''.r#�..t,at'Y,.k44t l,.r.�t'�'• ,� dC•ti a°t,.t b3• i.r' ( ]��'•''�.�t a.. }}t. i' ,J.;. _�., l..]. ,� i fi 'rt.Ci .t-"'iJ,,., .} ,'t,.;. .0{1 ,{�. "'t,, xt1 sd: ,' � d" ! '�^ � .} `(J Ny, i ,.r,..t,,,. S.:ir"Y. r ,3 t f �` 'r `. 3''fO;k.L;'.. It .i.t ia;,,�''. ; a.,.•, i, n.a}t4�i4',t�th'i+.':tai F:t..a r' .^J.fIF` 2�. r•Q,', = t � ! '.i'i � F�' r ;.(.: -'r ..! � ii, F�+t�i.F•. �i J�t �+t;4l'��' i,«„'✓1��J' �t il.r✓F <�;:� t ,, ''7'' f F• t is Y, 4 '��'�1�1•TPti}�T,;( � ' QY , ,,Vx raj , ,s ' 't ' `} ,�,,tt�r"r � _i►�� tS;llr3"s �-VS��r�ie�; Y w t.1f't lyt.l ,� 2 •< + e :s t ><}1 °di y�}FYt,s1 W` � �". , fi.,%',t 7,.i Y �. i�,Z'lfsn 't`¢ r 7' r:l:s ��t ,t�3 }{,'. ,l+tp i - s i t ,J,✓�� s Mt rfrpt� �,�4��ky y.�,.'+�f1��• f '�4 r +i4 rt "' ..i ., : .. .,.....,..<. ......,. •...a....I,...uu.ti-ai:%YM t,4c dVt "f � ,N. .. ,Sit:tf'(!`. ':Y'• .¢,:4r`•1."Y M'.wR f:JSnv.»ivax.F.................. .. ....5. 2.•i s ♦ eit.F..rK+.:� .. , .. }' :(y lg'' ......r.. y}rlr ts y7tYt+A''t v 1t:t on completion of the work and before acceptance and final payment 40-09 FINAL CLEANING UP. Up ` 1atiarx{f will be mode, the Contractor shall remove from the site all machinery, equipment, surplus and discarded ,'riyu�ft r t materials, rubbish, temporary structures, and stumps or portions of trees. He shall cut all brush and woods within the limits indicated and shall leave the site in a neat and presentable condition. Material adjacent property w d a on jill not be considered as having been disposed deposited 3 j , cleared from the site and p J r has obtained the written permission of such property owner. of satisfactorily, unless the Contracto � `, ,,, 'ter,+,•,'1,,.,,, SECTION 50 CONTROL OF WORK 50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions which may 1r .'.f arise as to the quality and acceptability of materials furnished, work performed, and as to the manner of performance and rate of progress of the work. I-Ie shall decide all questions which may arise as to the interpretation of the specifications or plans relating to the work, the fulfillment of the contract on the part of the Contractor, and the rights of different Contractors on the project. The Engineer shall determine the P J g amount-and quality of the several kinds of work performed and materials furnished which are to be paid °i lit,` It:yt4 for the under contract. >� D SPECIFICATIONS. All work and all materials furnished 50-02 CONFORMITY WITH PLANS AN shall be in reasonably close conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements, and testing requirements that are specified (including specified k" r 3r tolerances)to the contract,plans or specifications. pp iC;':,i: +Zy !! If the Engineer finds the materials furnished, work performed, or the finished product not within ` Ar€(` r:. f 1 reasonably close conformity with p p w the plans and specifications but that the portion of the work affected will, in his/her opinion, result in a finished product having a level of safety, economy, durability, and ,, workmanship acceptable to the owner, he will advise the owner of his/her determination that the affected work be accepted and remain in place. In this event, the Engineer will document his/her determination .fi'A�.:•.fir ,l and recommend to the owner a basis of acceptance which will provide for an adjustment in the contract f; price for the affected portion of the work. The Engineer's determination and recommended contract price t,nl 'zri >r�+�, ttt. : adjustments will be based on good engineering judgment and such tests or retests of the affected work as p �lz�iF'f are, in his/her opinion, needed. Changes in the contract price shall be covered by contract modifications (change order or supplemental agreement) as applicable. If the Engineer finds the materials furnished, work performed, or the finished product are not in ,,,{'ij ;;`� reasonably c=lose conformity with the plans and specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by ,t{ ' and at the expense of the Contractor in accordance with the Engineer's written orders. ,;(�(st;.• t ++.. For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as p P J'Ys waiving the Contractor's responsibility to complete the work in accordance with the contract, plans, and specifications. The term shall not be construed as waiving the Engineer's right to insist on strict s. •, ;; ` "y compliance with the requirement s of the contract, plans, and specifications during the Contractor's , co p rf; prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an ✓,X a t ^� acceptable finished portion of the work„ t For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the �`r5 Engineer with the authority to use good engineering judgment in his/her determinations as to acceptancef , :,;► of work that is not in strict conformity but will provide a finished product equal to or better than that intended by the requirements of the contract, plans and specifications. r 50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The contract, plans, `{ E referenced standards cited are essential parts of the contract requirements. A ' specifications, and all re 't • requirement occurring in one is as bindin g as though occurring in all. They are intended to be 4 r.vnhFs ikN'r,%srres%rrn..PNGV J,w GP-14 }µ1 .' t-^^,»^-;7"'lT'.,"T't,'K';/"r^,+1'7w,R+arvA+IWKV,MtsI(�fiIwFWH.1Ya1t4!Y `..Y..� t,:t t r} �.f .r JT� � ar. l.t,.Zt,"v$.�ti4 �Xtf;1w }4a4 7 kt 4r �I,' �u�4 tat t��f 5} rf.t Kft h rtr �t:... s {. r. ! } t � ( +r}f,, t S, t"{, 14' t •� � ' ,t+ t{ t �l�tA:'d1't"Li t,u r4l;•11f1 3 r ;{�}•;•.:t a:�Y1YSt�c1:11 t?ir1,S p. .Jf.,t('i,•5 i.�1 ft1�t``4�_`..r,c'.!1,.:'l,"i'F,.:.l r`,rSrftpj/t 5'�t}.�:.k:i L{;i.•.M1.i�+1+c y'tc i Y,1 1 t,i•V r+i�. '� .,i:.'' 't{4 '.t> t t,f.` ,fit': >i. .r.J'. !i.,l V. d'}.t.t 1S}!i f,��.rff'.,+J.V r,,tyl sy JyI l,f 21 f t+t.l V 4t t.`:�S'}'1 l+te t'�t1}st{t R�P,�f,�i�+jr,�+C auyy 7"� �i' s.i,'�i�3! }•t,r f. Y66t.,1.7t.�bl,,, r,ff s c'.. ..s '+.'}'f � r:t`+ `i ��d .'?� �,,,�+.'r JJ ,. r�,♦Su,SG.l 1 . ;�,t };sl.,l t, YJl.1' t r S :,(ti c1 ti yp:'ts�,'. .:t y t <.�, t '. +,;i )(># e�'7'I.f>>X ,Setih,� . .. ' `t� 57 ta• `�`��',Y�� 'f+a�rf� '} �r'r r�t�t',s�;i:r �!t}t r. i.. ,,. t r . .{11 sr .K: t s►r.: t. ,'iSti< 'r,�'.,�� tl �'lr'',nfji+��isy\ifY•'�i,: � t{ rl r• [ r la t � 11�ft�t�y �� w ! {• o p. t n.x...+•+n, i't t �+. ':. e✓„iary! 4rtr �t 9%,p�:, .!. '.,� :f : tt t;F t?.ti)r^� qrt t A, Ft\z•,f ,Z i .,i rt7, K Yi y4 r .�t' 4trJ•,1, d�` q` „r{,r ;:4., j rr ti i1� f F:. s 4'`• ''t; J + �' ` r fir.}57' !' , �:;1.,'.aiwt»A+�rW}aeri+u arts•.uaen.,.xn,.,.,.�..w-._,.......».....,u.w...... ........ .... .. .,,,.w.., w.r... y,t k r" s' 1 k yi w� complementary and to describe and provide for a complete work. In case of discrepancy, calculated :,:,.,,' dimensions will govern over scaled dimensions; contract technical specifications shall govern over "". �.`,.,.. .• t' contract general provisions, plans, cited standards for materials or testing, and cited FAA advisory circulars; contract general provisions shall govern over plans, cited standards for materials or testing. and ! cited FAA advisory circulars; plans shall govern over cited standards for materials or testing and cited FAA advisory circulars. �t t The Contractor shall not take advantage of any apparent error or omission on the plans or specifications. 'i In the event the Contractor discovers any apparent error or discrepancy, he shall immediately call upon the Engineer for his/her interpretation and decision, and such decision shall be final. !,r,.>?;':;+ ., ;':.`;• --, 50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with two copies each of the plans and specifications. He shall have available on the work at all times one copy each of the plans and specifications. Additional copies of plans and specifications may be obtained by the Contractor for the cost of reproduction. = The Conti-actor shall give constant attention to the work to facilitate the progress thereof, and he shall cooperate with the Engineer and his/her inspectors and with other contractors in every way possible. The Contractor shall have a competent superintendent on the work at all times who is fully authorized ast��. ` i his/her agent on the work. The superintendent shall be capable of readino and thoroughly understanding i the plans and specifications and shall receive anti fulfill instructions from the Engineer or his/her authorized representative. `'`"` 50-05 COOPERATION BETWEEN CONTRACTORS. The owner reserves the right to contract for and perform other or additional work on or near the work covered by this contract. to 4 When separate contracts are let within the limits of any one project, each Contractor shall conduct his/her �;:.. work so as not to interfere with or hinder the progress of completion of the work being performed by , other Contractors. Contractors working on the same project shall cooperate with each other as directed. l Each Contractor involved shall assume all liability, financial or otherwise, in connection with his/her BAs?„ rtf; ,,,4.1fs ,If contract and shall protect and save harmless the owner from any and all damages or claims that may arise ( p t, ,3: because of inconvenience, delays, or loss experienced by him because of the presence and operations of ',;j7 ,' .4J,; f other Contractors working within the limits of the same project. The Contractor shall arrange his/her work and shall place and dispose of the materials being used so as tf' }�}nti;ti, •r not to interfere with the operations of the other Contractors within the limits of the same project. He shall join his/her work with that of the others in an acceptable manner and shall perform it in roper sequence Ji it t' to that of the others. 50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish horizontal andf,j'^f ' vertical control only. The Contractor must establish all layout required for the construction of the work. { Such stakes and markings as the Engineer may set for either his/her own or the Contractor's guidance �lSc'14i7 a i„ shall be reserved b the Contractor. In case of negligence on the art of the Contractor, or his/hert' y rr employees, resulting in the destruction of such stakes or markings, an amount equal to the cost ofs'ri,i�', ;a yr}r^i replacing the same may be deducted frorn subsequent estimates due the Contractor at the discretion of the ,i Engineer. 50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever bitching or mixing plant equipment is required to be operated automatically under the contract and a breakdown or malfunction of f ;? the automatic controls occurs, the equipment may be operated manually or by other methods fora periodyi"' ; 48 hours following the breakdown or malfunction, provided this method of operations will product results 'r,°pp „K;,,y which conform to all other requirements of the contract, • d1u`j' �� i�• 50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the owner shall be authorized to inspect all work done and all material furnished. Such inspection may extend to all or any 1; n �rV •+t ;S 5 1':\'rNltl\w}�YSPF C'S\Gfi`1_I1R0V.J,w GP-15 Kta.:s r .,...�.x.r:7x-r— tr„ 7 — -+«-,”-^w.p,rr+nw+nM+wr,+svwe�+ :{ .'T's'} .P�"^y';.•`�i^'r"�i�:i;;Y.;. .,t�jZ+r.' 4 i a t 'f,},il,.f ,,i�' .1„ :+', .+5:. .o.,n. .,i.,t�,r"', 'frlt.' :xiw �,° ," ...L ,'.. �'Y ff .t �' lir ,j.. ;u`. .:,• � !T}fti!�.S�ft,'x,; f :t'f .f t'�'�r Y,'"' .i: ;� ,. { +Sti'sp +•rJ; ..�+. i , }h:°),.t1 -.s:gisr .� , ti J , t' .} I. Jt cat R riR,f, r t ',!r G v4, 1 '� 44 :1 :� t tr i irltitt .t{:4i.. .y..�. :r•y ,i.4 rS,��,}�t+.y'� 1; ', �:,tJ: '7,,1,� ,:7'... "'.�'�y r.,.P:y fr?2��.t,+c ;? tl,•. ,t��,;t >, z? tt r ,: ,i,. �'. ',s , .t ..1 yy'{ ;`J�)t�.'1•ii. �„i a F f�pytYS r 'i};4 .,��.' r r`” ,'+z;r"f+. t tra.{•!Y r, ,'GOr :1 +;txc`t•��'}� tSr }r`l.!.4,E ,9r+r ,�� ,t„t� r, .$•.,;r,'r,{t.st, lHP.2.. !f ,.s: t `� ,s '}il. 1. .;r 1 ti?;1 '� �'' � � � ese ,. x. ,Jk, < ,p ,' r ,, t r1,, .?.t, v 1G. s� �,s,,@�y'�•, ' $ y�.yw4,,�1} �f �� •,t A�if,.Fi i+ !�,.. ;;a l�,w,Ir:`J4lt Y} rt' aY f f'} t+, �} f .'f,.... :',, ., .t r � , ,'j4r ePJ�'a §' � t.�',, ,;��o e',, i• �iYt.C;{�+�,. fp �"F�:�,e i" a :�fi�,.�,3,�t1,2, (��•{�!rn!',,,,,. :tn'. 1j'r..,l.; .t ,� •ty { ir, t •9 .1fr ,..c, ,�:'1r:l:r:;r•s�'��}±'�7't�tS;�yyh,z:r;f:>(.t'4, } �I?? ::�, �}�,.r` .Fr ,�If.,l»j::.�,�„1,, ,t:^ 5 e' 3. '�{:, t .y .�3.'! xl.'.rti` r ! r ✓ ,flJ�ra x..,,, f� r'7��+,�,.+y,,;(•.r) 9,nh. •��art 'ry`;,.:.A•7C G1f 1ti r.L p1° e{ tl% I. t :V ':'..'!t5'ie'. j �.6 't I�{,. J...t r..,'t t•�r.,, �i �33. � ,a: �,�.T�i,:. R�r,'�r .If Z�:, - is '.�•,% t ,P,t I, ,)';: ±r,arF,. •. .�r .i4 jr..�' KS4' �{�.,t4' ,�r.y. ft :-?vf'lvi�,f•�� t i 2 •1 :c, t 't l� ri i' +'��. ' ti 'Pf: 'r .+1�Vii,' 1� .r.�� L °''ale2it,rr 1} �.tq,' rii �.;rt�'r�.+..rl: t 't •�a:.;.i Ir� t S. >�rY + t i:. �' , .F. .{ ! .f��. Y-!�t'„'�i?t sN �riK`y4.3"(Pv„' .�r r �� `t :Z inti'� .trx a ' ,+��5 L.• n t i uk'1'1,`7y �t�.t�, s{ .:}'?117.+�. S ' a,.tr' tit �, ! ":aa..t ''�}i 7� �jtr t'iT+,•:1ii; MINE A t�.t SS �t v:.nt3•� ' ..,: ? ....,r.,n nMU:xtM,Nx�wrr::+n{rrt e,Y'�5,9 .f,. tilt f'lir9�{^:;.t,eo,'rx.,r,s+ ... .. ......,� ,.-. �_._.... r ..:,r..,,..�.. V YYY ra ut,..xr...:.x,d.... ......... .. .. . .. .._._..n ... .!�,..,...,,,,..3, .m....,. ,.. i ..a. 1 u`.5�1 „raY}/i�''��i�{�'`��`•t,� part of the work and to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke, alter, or waive any provision of the contract. Inspectors are not authorized to i t issue instructions contrary to the plans and specifications or to act as foreman for the Contractor. Inspectors employed by the owner are authorized to notify the Contractor or his/her representatives of any }f r failure of the work or materials to conform to the requirements of the contract, plans, or specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer for his/her decision. 50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work shall be subject to inspection b the Engineer. The Engineer shall be allowed access to all arts of the work and shall be P Y g g• P” furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. ' If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove or �{ uncover such portions of the finished work as may be directed. After examination, the Contractor shall ��„:,";4tx Wkv restore said portions of the work to the standard required by the specifications. Should the work thus i ftltt<<? exposed or examined prove acceptable, the uncovering, or removing, and tie replacing of the covering or making good of the arts removed will be aid for as extra work; but should the work so exposed or ; ;=t° g.g P P P :.�C;+r5ma `<,, examined prove unacceptable, the uncovering, or removing, and the replacing b of the covering or making ' good of the parts removed will be at the Contractors expense. - r!f t tu,a he Any work done or materials used without supervision or inspection by an authorized representative of t owner may be ordered removed and replaced at the Contractor's expense unless the owner's representative r failed to inspect after having been given reasonable notice in writing that the work was to be performed. I Should the contract work include relocation, adjustment, or any other modification to existing facilities, 1 not the property of the (contract) owner, authorized representatives of the owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to the contract, and shall in no war interfere with the rights of the parties to this contract. ) g Pp� t 1 . 50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work which does not tiaj'i�bsN f G��j4��tt ��Y form to the re uirements of the contract, plans, and specifications will be considered unacceptable, unless ;,SYtd;`Endle, q P P P ;�;r,c , otherwise determined acceptable by the Engineer as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. <7 Rt r>:3x '7:` s' I' Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed1 i' immediate] and replaced in an acceptable manner in accordance with the provisions of the subsection Y 1 P P titled CONTRACTORS RESPONSIBILITY FOR WORK of Section 70. Work done contrary to the instructions of the Engineer, work done beyond the lines shown on the plans or t `'ftnt t as given, except as herein specified, or any extra work done without authority, will be considered asrg � ;',Y unauthorized and will not be paid for under the provisions of the contract. Work so done may be ordered asl 2 removed or replaced at the Contractors expense. Upon failure on the part of the Contractor to comply forthwith with any order of the Engineer made unders '>�y5h��:, ! the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be '• remedied or removed and replaced and unauthorized work to be removed and to deduct the costs t (incurred by the owner) from any monies due or to become due the Contractor. 50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the g, a: '. Contractor of liability for damage which may result from the moving of material or equipment. u� 7 TAIMISI%w SPECS\07h..PR01'dm: GP-16 -I G tt...Aw„i• .. �'4�7.\.•:.4�""•....'""""'.++,ry n•r�XarRMtrgU+��MIPrRGM%uuaiWR4v>?�nn!!t•:""."""' ....—'�. ,'.\ Z �� f � !`.,x f' Yl f��r w•.y�y�•j; rlYt'"",4''v{`)?� tt,f ,� k.. �` .,*nV f�' r' '4Y ';J• 1 1 'S: 7 t Ili.f ,^} 1. C y�,y; •t},,.{. ,X.� :,a t 1 r Tye r ;j t. � , ,'wr.,y .{F'� 347� FtF" v. �i,�rr �{ S S ;4. =� t' ! 3" .t .. 1' I;�.r,i. ��:'�V',� .fr9.,y 1!3• t'}� ?i {�;rr e�,f,�:}4y �'�d � �7 i�1% ,;},y ,�.. Y. �. }'� f� rL2 yr, s t. t r �F �•� Y� ."t, �' r ..4.�ng(J{�h ,"F"r��a-.,yi,n. ,J�{,rll;'•.,'�{.(ft Ah'..7 ij;.i rl 4 s ..'j'. tr .,; :f c t + :;a t4.: ''' t?ri^,i,+..' �r<c r+r*alt�{1r � .l i'i'r�4 �: �,�L,,�,�fr �.fYt`,`�•ta.`i;�y�`<y ri{w. ,a i,^t i f,.Uf � t .1{ � s :t. t :� t 5 � .h �Fj'v'•ro;'+A'' '�- '''i, �nx ,�',t .; n� ��Iil r 4 � t >f� .I t I It, i 1 � .�� tl�i r 23,'. S�. nS' to✓ t r s i rn�J L,t•�rj�.>ff::�j.1( `r'xl �(r ,l t, 't, i h t ... . ; � f 4 SS``*�i� t.' 7�5�,p: fi «a• �. t fit .E A, v p . :n I r\•)Y.1°t. 3 ?{µ,y��} '�4 }-� 1�+ s} xt. WOO'— r tkyr rgt'`�,Stik. iJ,oRV�.as G �t „r�. `{F+.rr7�11,"'i�kr.�� t..4y. ?' 1� L x.•zat alr,•I r'�.egg`4'k"��{s�','�q`��JSI:n 1tu!`1, ;� e i�#�.,t,�, n�r` •�t6t t t r t, .!'., .; ': .. :, , +, .. i 1 f r;E, � 3;i {s.,. Yi� '\sa v<.w.3.:f,!,,,. ;l f rsr r{fj -Syr Jt fr tS ` .(atafh �a.t4o-.{l'R�}� {,jrk 7r '! .. r y r.}_� y t�i:s�Fy.5,+�`§<3•Y)t,, �'ri+bfj 4t��}'Yl:`t #� 4�aZ. yjfyt(AY i.h;J t j k'•7 1' }- S d ... NKUy4TWi1TMA+tiNm.'4f�/�Nl£t�Y4iiKA,ww...HW,..r.,�.,.wnWL,aAH•n-.wn,oti•WI�1fAA14KRf�.I:Y+}^lC:;t1EJt;:+�'S:.R. t�i!.^w(3^IV.;].,. N1;N r:fRY:,«,ry.«.w,....,.,1 ..-.;...... '. •. � x 5y, .,... ......,.�....,:.i✓a..red."A�tl yleWirNN4MVG/R�blrAfxdt�!Ylir!YMk{Nt6Yriyi M/� 1}�y ,•ail. I'D The operation of equipment of such weight or so loaded as to cause damage to structures or to any otherY } type of construction will not be permitted. Hauling of materials over the base course or surface course under construction shall be limited as directed. No loads will be permitted on a concrete pavement, base, t or structure before the expiration of the curing period. The Contractor shall be responsible for all damage done by his/her hauling equipment and shall correct such damage at his/her own expense, �N 50-12 MAINTENANCE DURING CONSTRUCTION, The Contractor shall maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous and effective ' }1 work prosecuted day by day, with adequate equipment and forces so that the work is maintained iny,` satisfactory condition at all times• ; ;," •`•4 ., In the case of a contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous course or subgrade during all construction operations. 1:ti}'+ ;,; > All costs of maintenance work during construction and before the project is accepted shall be included in ,i' ;4J:Fk:t;�i;' the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount -Gir�!,t{�, Si:' 1 for such work. 50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain the rru- .'1 i work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor of such noncompliance. Such notification shall ! specify a reasonable time within which the Contractor shall be required to remedy Such unsatisfactory ` maintenance condition. The time specified will give due consideration to the exigency that exists. Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend any work I necessary for the owner to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the owner, shall be deducted from monies due or to become due the Contractor. �•�:� '��: 50-14 PARTIAL ACCEPTANCE. If at any time g t prosecution of the ro project the me Burin the Contractor '�{�'` �� iti yi,: •;' substantially completes a usable unit or portion of the work, the occupancy of which will benefit the =;;;rf :y upon ,g4#�.tt rye• }''r;': ;.i owner, he may request the Engineer to make final inspection of that unit. If the Engineer finds inspection that the unit has been satisfactorily completed in compliance with the contract, he may accept :} it as being completed, and the Contractor may be relieved of further responsibility for that unit. Such { P P occupancy Y Y Provision of the partial acceptance and beneficial occu anc b the owner shall not void or alter an contract. ! 50-15 FILIAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion of the ' ) entire project, the Engineer and owner will make an inspection. If all construction provided for and contemplated b the contract. is found to be completed in accordance with the contract, plans, and r' i„ P Y P P "' airs31 s, r specifications, such inspection shall constitute the final inspection. The Engineer shall notify the Contractor in writing Of final acceptance as of the date of the final inspection. !?{':;� + :j If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer WIiI give the Contractor the necessary instructions for correction Of same and the Contractor shall 0 immediately comply with and execute such instructions. Upon correction of the work, another inspection will be made which shall constitute the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems thati�r4 , "' a additional compensation is duo him for work or materials not clearly provided for in the contract, plans, ors ecifications or previously authorized as extra work, he shall notify the Engineer in writing of his/her �r intention to claim such additional compensation before he begins the work on which he bases the claim. ' k''4 i if such notification is not given or the Engineer is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for t k' fi t'k T:1+r>t 1%",i,<\tiPGCS\CEN_PROV.A c CP-17 rr ,"„M ir,�j'P'.S#!. '(,.'f.,;'�;7f";'+':.};,sl `��f-n,i.,��:h,'t ,•r:, _`J:�F'? 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"`t.. L't-7" .,,.F. ,.{{; .f ;:! E r f ,tiP, •'i'{:�t..� }: ;� , hr ,.i � �•v1,Ai;+.,y,,p�41 u,,r�.,evr�tt rr,._II. �.-Ya, .ty QI !Y,, t`• C', ,.1;"' ,f,,, Iri' ' '�.� 1 ':r fS r:ei�•4 i 1',..,,J', 'jr ,•Fi5" L,�` r��,., aigV ,S,e,;'. 1..,�,,{{ ,.y. •1}c .;S',4 ,,,...y,' ry {-..;r+'..•`i p;"4:}'13 ,t r. ••, ,r , ': ;al 1 .J r ��t ,,.X U..} ,..�kF.,:�+rl. ,r' t�.S;;,X;,,%r•!L,'J .{��,. �.a�. r4 � R<a1:.r,, 'r ,., .r rf,�,. .,£:t#i ip'. .3}{ .•Y, a .rr t u,. �' i e, (':.. .r 1 �I{+,}, .- ty.. .s S, ,,,Sr, +1r: t �+ is py'7W „r.,,r;,E. �Fi�3 .� ..a .! ' S, P :.I '� < ,!•{ ,+ i ._t. t7yy P. d}},�.�t`r �. eb r it',�rh, .,z� i,kZ°.','s� .w^-'F 4�x#.,'e ka � `'ti', e, +}, lt! ,,t f, s' z. if� � i r a. j{tl, ,+�}� .G,--: •;4:; Y.rr. 'S, .rT��.t�!'✓.`J��tht�, w� �i"�., ��,.tl ,r.1,,,d t. .,t.p....}t{.r�.. tr" ';`c-i{''f.t) t.:;�;ij r ,.� �;.. ..r .t „{t. .t: l„ ,}.y,,, ei. ;tiv*:P. ,hp,#,.�Z..�-1[Y ;,�tt"'.}.',l .,t ,;�•�,t,Y•� tt5..r,� ti 7�..t�;a�ycr,+.:n:L..."t. y4�-��' •.:;: a..ik• :a`n.r `ir .,:p;1s c .txt{i z t `! 'i'4 ) .Y:: r:= �. �,r,. :r,.t f 1 ��"ri°. .'l, Kyc, {Y.: 3 �.. .fp. :rut •r . ,(. v.r t 1' tr. ,{ F 71 ..:L`iti!i},� fj ,,fN `4,.ra.,yjr,j ,ti^,+': :t- ll�s {jk rt f qS }' ty > s;$.lt `�>Sr .1. i ?t' :4{'�., 4 YS.s+itl•SK ".�'iR.''�jF�:�.t_.,.. t`>itt :. +;..h+ c [ .tR; t i r.r r, ; ,ti.':•.<.}r,,r;:!>:i,�;�.,�s-r.:7,,'�i t.i;L;%{bs:yy1t,, °9a,t}� 5 rf7y lr'St If,•Y',j' el 'Ss '�ro5f�.•��. 7 ��.:i•�$'N{s +F r � r•r i. �: �r.'t ! ! ; y `t�. a :v. .,�[ r'}t�:�xJ.4ME<`;,�t�+�3i��f'Ytfs�.,��r,•'� £'.1 '„J5:i•',.'s.f,l,,t:+:;f.�e,�i:4€; � ,sa .5• � t :$ b�t,i.�7At�t)z lfit�"rh�x�,l �', •,�, .,k,.�., [rts+,g; � inY,;n s{r,'"�!:� ,.t l�{ f r t.sl ; 7 + 4 t '•{s t +r'. t'e�Yy'`C�y��2. yn:P{rl >,r�i'k+�sf{nYw..n.,�.,.s':«......,.�... i.. . ......:ti...» >.,:.++ .a,+ra,;•Mratn�+,.:!a_*�5,.o,<,au,<,r,+a"t ,tt,n:.'s.sr rr....,_�. .. . ......_....._... ,.,....,,._.....` .'t{ t .�, such additional compensation. Such notice by the Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any way be construed as proving or substantiating the validity of the claim. When the work on which the c?a'l:: ti). additional compensation is based has been completed, the Contractor shall, within 10 lays. submit his/her written claim to the Engineer wh° will present it to the owner for consideration in accordance with local laws or ordinances. Nothing o this subsection shall be construed as a waiver of the Contractor's right to dispute final payment ►.`i i �t g ' P P'Y based on differences in measurements or computations. SECTION GO + i CONTROL OF MATERIALS € 3;stl`•yt 4i 60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on the work " shall conform to the requirements of the contract, plans, and specifications. Unless otherwise specified, t;,,�, a�,.M1+;''' � �� such materials that are manufactured or processed shall be new(as compared to used or reprocessed). In order to expedite the inspection and testing of materials, the Contractor shall furnish complete statements to the Engineer as to the on in composition, and manufacture of all materials to be used in the work. Such statements shall be furnished promptly after execution of the contract but, in all cases, prior to delivery of such materials. At the Engineer's option, materials may be approved at the source of supply before delivery is stated. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor shall furnish materials from other sources. y;, IR The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited ' ;� :+kr� materials specifications. In addition, where an FAA specification for airport lighting equipment is cited in the plans or specifications, the Contractor shall furnish such equipment that i.,: a. Listed in FAA Advisory Circular (AC) 150/5345-5313, Airport Lighting Equipment Certification Program, that is in effect on the date of advertisement; and, e45,, y •, b. Produced by the manufacturer qualified (by FAA) to produce such specified and listed »: equipment. ;a�•'�:t'iu,f�'�{�?��;�'ti 60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the work shall be i inspected, tested, and approved by the Engineer before incorporation in the work. Any work in which ' untested materials are used without approval or written permission of the Engineer shall be performed at the Contractor's risk. Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless otherwise designated, Ijt; ;a'. tests in accordance with the cited standard methods of AASHTO or ASTM which are current on the date > at the expense of the owner. Samples will be taken by a .� of advertisement for bids will be made by and P P test, or rejection �°�i ;��4• t . qualified representative of the owner. All materials being used are subject to inspection, to I � at any time prior to or during incorporation into the work.. Copies of all tests will be furnished to the r ; a.•. ^ 1:k ' Contractor's representative at his/her request, 60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to sampling and 1 . ? testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully comply with the requirements of the contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is clearly identified. a�54 .� 'CPr'x}[I\utelsPGC51GF.N_PROV J.w GP-18 + c ?t !I t—'y*�?;"S�r :;,, x .'tA�Y1eRMN UeuV!rm!rh?5!.«wa+wr%xq?�N.w!!:onNaw� .,!�,1!N�!N�!�N!!!a}r:;n.x ;".o�,i<�'•, ',,.,., •, ';Ai"f)r r).y u'1:1- :lt <� j ,k:r.te(".. " y S ,. :x ,t< r ,.� (, �'..7.^�,i.4�;.r+fih+�•�,�`•.�in�.,�� ,� ..'S. „! , .V�`� 4 t,�)f�'��++. ,1 '3;.x.sr;fa,.q rij.,�,�y ,.•v;5. ;v:�,. � , �: t 1�„ + !. A r,� rti , sa.S� t 5n 4+yt':,s;;�'(,,.�. .�y�.,yA'::r� .0. �� ` ''•�.('t��' 1le Y,t^,.�ry, Yl'tu"i r+n'�t4;. :..tti .5!, w ,S'*.•i.,.. HS :�r.. } v 1..7.a C�� i.,,,, Y.r sr f.. 4 l r ,,.i..,1, ,r.f. p y.tt..E� ��U sh7e h, {F .V? 7±d,!!<i..;�"N,,U:xJ•' tT., A y r p, )t t t � ;:y t �i,l !, ,� ,` ,.). .t' � rn i,.`�� .9 #r�, ` '}1 .,', �3,@t { ; 7 s .fl� t,.. i.. 5;, . ,r''.t.,�lra'•.. 'r r .�..,y. n ,t,,r. !< ; °:+� • , r. r�.r 4 ! sr.•• ,,,Ir•�< s.+F7S:t l::v �r?I'i.A..V r.r,., C„1�r .;.ai•, ..,tt: -,z• .L. lEr"5t �{ .,-7$n1' �r" .a,5,rs; .,� r�.at5�x�;rr,tL;,c�"':• 1L 7 `s'ar.t�, „ r..n ,+ ks,f._it t?i5. r..: fr 1 .,�, ',st;. .cY 3S ,;sl,,; t�,?s,rr �2. i`,. Y��_; 'np�.t,� •ty'� 1 ;b, ��. 1,yF., .ru" I�::�s.,z.. Y a.7 ,:.,Y+ ::da`':.. .•*:;J.,.•,,7,>,L i, ..f. ��r.,'�' ,t r r<t t) ,(� i t..t'r l'{{'�`'r:'i�•4nsr y,l la,r..ar#'�t`Y P;�t: a}•�' ��. lr �.,{n;x s;,tyF,Y,�t ,ra,J,;Kt, j. .,.f P{; 1 (,„1, 'ir .,1�,._F r } .Y•.. l�..,•,,r;1 r�"'�(`**'::•,• 'f '.q +5r„ �',. �o-t`4T., •yr.��S41M. L41S'y 'ar �s A ., tt i� fS ti : .i +,, t ,rr'i a.,t:4",,;;5tc,�.� 7 li,+ c_: e� r�r;:,,.7 �.0 u• �. �pF.,�y A. E t; �t"�'{t• , fh lr (�i,tf y r# ;;:r d _l y...i! if 5k, f t{itt� 5' '�br 5,x'1�,qr :�•>Si:e�s � r .sY f`i'�'s.+t ,�V;•Y.+��e��y' "�,i5�5 ,,q, ,}„ ,a,e,+e•?;t,7,{`. ,R. �' .�77+�. y, y. �> ++•, .� ,} {t 4 t? - ..f t„ as It d.t.t.,:F �'i,t•�}t�,��,;;tCssy�''.t .s r ,l ,;,}•%x .,7�'t 1 f rytt!$y:fr Sits..1.tf ..,,.f, {fG .., S.}S+ Ft,v,s�l+.ti,,tt„'t :4r ,k�nf kti:t .t# Y + P.�,..,a .t ir;71•r. F•.,d1' Y „��;'. ,^� +3 y5,*^• , t• �. . 'v SN n'; t ,t ), t 4 , !?d. `�t+�','' aa}} f�R: t lM,�ri r, v:r I} tr. t. 1 i , Jd }. }{wrj !., r a rr - rf $” r t.t 7.t`. ' :e)),,� •'�i'7.r �r ".5$g' �,, `��" .1 7° .Fa F -r'r S '; 's �, cc "(. .,: , +S • ) .�y ;a3 �Y�•iC ,.+�d.�V.9S.t�.i 6':":}• ..••�=. zh � t. -: r,.<' I. ti t f• rdl,4k,t. t; .h�x}:.� r h..�S,� i' 1 � L'�+'C1 .fir$• G sfE:..,`. tit a-. as r rtyss ; .. i .t „v am s t i .b'' s !l t v #' si ITT a.•;, iF sr>1.�(a s 1�,l•,y '�,(y yr`�fY.• ry n, ,1 r•�U�r��sb '•5'v}x 7:P Q � - yt 4' °yr �,t%a r�A_ 4 "`CS {#ii ( I s tt,4 is lS J.3''r}tN rtr}Y17 ( sfl {'laic �° }�xr?frf"i?iG� •: '�'+� y'': 7 t ! ..�' r r�� 1 rte��„k k1 �;��,> ��IIYT�d ' Ni" r �� a! t sra t t 5' *•t'�'°f � � � + Y{ti't ,t rt' ja;i i '.t r .. .,.. ......... ...._......,.......w..,..wv,.,..ay.,a'. Y r �i� .y ..,� `t' Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with contract requirements will be subject to rejection whether in place or not. "? The form and distribution of certificates of compliance shall be as approved by the Engineer. r`,u i� � • i - When a material or assembly is specified by "brand name or equal" and the Contractor elects to furnish _ the specified "brand name, the Contractor shall be required to furnish the manufacturers certificate of compliance for each lot of such material of assembly delivered to the work. Such certificate of compliance shall clearly identify each lot delivered and shall certify as to; >1 a. Conformance to the specified performance, testing,quality or dimensional requirements; and, `E,J sg , b. Suitability of the material or assembly for the use intended in the contract work. '`''"''' " ' yr. '" .,i ;.• Should the Contractor propose to furnish an "or equal" material or assembly, he shall furnish the a manufacturer's certificates of compliance as hereinbefore described for the specified brand name material rr i or assembly. However, the Engineer shall be the sole judge as to whether the proposed or equal s suitable for use in the work. t , its is The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of :tr ! t' certificates of compliance. � r } 60-04 PLANT INSPECTION. The Engineer or his/tier authorized representative may inspect, at its source, any specified material or assembly to be used in the work. Manufacturing plants may be inspected from time to time for the purpose of determining compliance with specified manufacturingf11fir,^1,;,, methods or materials to be used in the work and to obtain samples required for his/her acceptance of these material or assembly. L1 j S Should the Engineer conduct plant inspections, the following conditions shall exist: a. The Engineer shall have the cooperation and assistance of the Contractor and the producer with fit,► ;�'ti�=:4 '#, ' whom he has contracted for materials. :•� �F4'4`A`"' ' A b. The Engineer shall have full entry t all reasonable times to such parts of the plant that concern g ry Y�;�� • the manufacture or production of the materials being furnished. :,}. ,,tr•� a.;,';; 111 ��;�', f .•y�. • }s� c. If required by the Engineer, the Contractor shall arrange for adequate office or working space that 's ;a "L ,r may be reasonably needed for conducting plant inspections. Office or working space should be f`fy45,\.• conveniently located with respect to the plant. It is understood and agreed that the owner shall have the right to retest any material which has been tested and approved at the source of supply after it has been delivered to the site. The Engineer shall have the '►: • t, .y,, right to reject only material which, when retested, does not meet the requirements of the contract, plans, JF,,t�1,L 7jf>• ?: N or specifications. 'f`` ;, 60-05 ENGINEERS FIELD OFFICE AND LABORATORY. Not Used. ':} rt+fi°i, �+ 60-06 STORGE OF MATERIALS. Materials shall be so stored as to assure the preservation of their 'f'st7'iit'�•< quality and fitness for the work. Stored materials, even though approved before storage, may again be '" � '• r�;:; ir; u}t inspected prior to their use in the work. Stored materials shall be located so as to facilitate their prompt ';,,•�� " r,,, .l.- inspection. The Contractor shall coordinate the stora a of all materials with the Engineer. Materials to be '2' g g stored on airport property shall not create an obstruction to air navigation nor shall the interfere with the P ro rP P P Y g Y r (:, free and unobstructed movement of aircraft. Unless otherwise shown on the plans, the storage of + s.tyt. ' materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed' ' ufi by the Engineer. Private property shall not be used for storage purposes without written permission of the T'arr#si\Wrwurres\ctay-rROV a,tc GP-19 .f .4t'�,4.f `.{� '�,' .,�.,�',''ti;:rePK,'},ifn.i,.ri l!'f.i.",t1.r.•1'i�:a~u.t"d:4`' j :z..r-«yr. .. ...f. ..., .a sr f.te,.--.—t r.-... -•�«t..t.�tn w:+ ' 'r+ctrcowr....•,....-... .c1 am r;•. { ,J r7;t,s,;�i! ,t C r'try. mi't,�^.^,.TM{ °'r�,.�-`r 1rC• *4 3 eS•^'1i>5 A�,FJ'ir'r'}y.f.l:{`.'f,,•.'v�'+'`�-'c"¢,,,,+55��Ifa inVl�y'4t t 57 % „x">}°.�, t t } �' 'k3;�',+�::.�fl•,'` : fi:T.!i,"y,r1jt• .,F•.hTF.�n,. ,,,(.'S)y fS `n, }18" t t; k4 ,r„`, ?'-1[ n♦•:�' 4 ^.^#4"e}�ii�'Yi4fS�T lr;•: •l�iT":�:h ( f t: t�� l, ti'4.}r 5�. ''•st i.r,., .,, ,• t••r ..•, si :'� '. §� F.if�!! �..ttz�,t..f3+t.. *.ty�+� �l .ut 4' .,gay 7,,.ti+;ue'•.!?�i;�:`t.t. �. i�,. ?'.t f r i .r i t; ' 7J t 'y 7 r� , '� �`., rr� � '�° •c 7 �'nk.tlkit.s Y �' :;rr"•,•� N..�yl 'iAl-r,.. f''t ?,� , { .ai ',.J .u(S f 1`ct;`n „r �> ,.# ��. �. .if i,�'+•' "` }$.?�'�}r'. j��},Qr�t: r;rf,.r..��:,��'�:..%�ri'' .if•`r5�!>4l�ht, y' 't ,1: 4. i f'y � 'y. 7 a'i { r fY.. � �n iii ti, s.;t:�t:;t<r,r' ."� '�5'�?d t�Si>1t<ra..�4'�.ai17"�'dY�l �n ?♦.'it" ��Pt?4y`f ti,'i^,?!�p:.}•Y t�:�du 7 t FJ 'lj' t. f .F... �1''r.y t� 7' '; r k.,111 F� «,t .Y "�,fi�T ''F .fe.;t•'+ r. '4f•'s •.z,..R.. tl•) F )d t .},,t i 7 err,. ,�,4'? .f."n t' f: r.1711`�!v •{.Yi+';�+ �r di77, /cEr,,. ( ��. f•7j' �•,(y'{y,. Y ,�s•:, y ,. .'7ik.... ,. l•.t! ,FST,t..� ,�. ,o'ta .{ x� ia•''tfi j dfar..• rs. ,.fir , „ash r', �: r.. :#•: �v, t� .� t <<,u:• { e r Y tiF `�i�•�s. l,r,r 'irr... 'ircc,,k:.•,F,. � T� ��°�-`. � i ,r<' 4. w;ttid,yv,St t, ;'r`.-.f'• :r+.x r� ,': �•. i ,r ''t, v Z '' Al `i; i" i '. .t ";},,y,a;'1.`v;�,,,, �t�t=;e�, ,;,1,•,'`�,.�e,t;�� {.! '�r, F. .r •�.1,.,r'� # •.d j'�F} ,t i t7., c. !s. � '.ik ";t j y.�YY.y �.5,•;8. •b 1 �:lA'�i+�� l J .+' �h► '7F.gJr7 �: .�ii3l t ! r t ,. '' ,. t � G� � ..iX 'r•(t -d5t it.i�ti�l kf`l ri� 1{rr `itl�r7yJl� ,Y'�{.. 4 tFy •, c= � r. �` .X t.a. {y. ,. �' i'.{ ,'� :t t bt{4R tfhf�.7"u i}:�}r¢¢'�:h • "�i'.'.:' n rT,S•,eA; .}I! e; } `YI ,.k j •� t f .. � .� .y: w': + S fy :a s.9¢�i� f,2'!: y�997.•u�s��,�a' ; y �;yf i t .f.,f ,. . , . ; ' ..•• ._: , lsr F' Y,.{{F.r;,1+Y,;3y,J ?•�1,1.1�' (L�.� �y,�, .. yr axs.viti,.,,5.ka(tnr.stt�h nru•;X>..•eA.t«4.,41' ij`;�A# �,j'(�"t€' efwr�w,s....awr.�................ ... . . .. —. ,,f {t "St Y owner or lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall furnish the Engineer a r— ; 's permission. copy of the property owner 4 , r All storage sites on private or airport property shall be restored to their original condition by the Contractor at his/her entire expense, except as otherwise agreed to (in writing) by the owner or lessee of IJ the property. 60-07 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the contract, plans, or specifications shall be considered unacceptable and shall be �r '{'': s;; , .; rejected. The Contractor shall remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. S: No rejected material or assembly,the defects of which have been corrected by the Contractor, shall not be returned to the site of the work until such time as the Engineer has approved its used in the work. ,) = r , 'i �t i;: . 60-08 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required to jr={,,ft ; ;:.: ' complete the work, except those specified herein (if any) to be furnished by the owner. Owner-furnished ; Al materialg'shall be made available to the Contractor at the location specified herein. All costs of handling, transportation from the specified location to the site of work, storage, and installing •.:) +) v owner-furnished materials shall be included in the unit price bid for the contract item in which such owner-furnished material is used. `` After any owner-furnished material has been delivered to the location specified, the Contractor shall be �, kc F� aY1j,,t responsible for any demurrage, damage, loss, or other deficiencies which may occur during thei;v Contractor's handling, storage,or use of such owner-furnished material. The owner will deduct from anyx;;r ?. ,rt° monies due or to become due the Contractor any cost incurred by the owner in making good such loss due to the Contractor's handling, storage, or use of owner-furnished materials. 4., SECTION 70 �� " ` t �r. ,- LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70--1 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and state i laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having L any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or 4r ,.,l•,t,�,..,, which in zany way affect the conduct of the work. He shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the owner and all his/her officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance,regulation, order, or decree, whether by himself or his/her employees. N''S' r�u,�? Irv • fj;t.;y.:.::. ` 70-02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and licenses, pay ,.1 V all charges, fees, and taxes, and give all notices necessary and incidental to the due and lawful prosecution r. q� of the work. 70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required or s ,? qr �' ' r u desires to use any design, device, material, or process covered by letters of patent or copyright, he shall ' ,1tiu provide for such use by suitable legal agreement with the patentee or owner. The Contractor and the �•,.:�' 7 surety shall indemnify and save harmless the owner, any third party, or political subdivision from any and ' all claims for infringement by reason of the use of any such patented design, device, material or rocess, r,i 'tt�`f. m'fi u '?•'''': or any trademark or copyright, and shall indemnify the owner for any costs,expenses, and damages which .�,�,;< f t t) g y g P :! t. it may be obliged to pay by reason of an infringement, at an time during the prosecution or after the completion of the work. comp �• + ��T'�� i. t= 70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner reserves the right to lfy'n i:krr,YisnWisri:cskcr:N-raov,a< GP-20 k� k • r.,.r.,r.,.,, .,..r...•+,.4++.•seuw,w. wriHr,�nlrazFS.v.+wraonwr+rnwa.."..-r,. ..•—•, ..�e�.no,rwwwrRxwwcK!raar?�,7ia '.!K:tf.*"1'vi,°.'s�d`S'y .x �iu•'� 4'yk,'�•i:4 r. Vr,, !, .t 7777", )' 'tr+4 - r •^•. .Y CR` �s f. ...' y .,rr1 t y, tt`£'1 r.#�t> t a "r3 itS+Yl Via�,r t >tyj{ K'x W S;t.n ti3 tr+'rtr R` S� .'f ? 1.=7 f )••t7 4 t S f ', .,.! ,., S 4 iSt.,. s:t, '.:a}.t�'.," �, r•A{" ,!'Y Y;)tjy^tl :.. r- .'gg�`}•� dd'�:1•�".ir:�� .:s � � �( yr:('lFt^',.f,}^`•c -.p'it ":?li�,^P,�i: �S`��;�� .,1h?�1• �.:A t. M�'.s ,g;f;u':•s.`�);',Sr�..;';t;,l:r f,.dr „t.�Y. lr r.. °'tl P,7 f 1 y i :r t( ,rt.4:� �... .t Sa;'-�'9';iC�.i',1t,t. .l•..3,t3�'�ir'.`rrp? t X �, � S. y l °�,yA+'•S` t, t ,y .,f ti.;; i. ry t e r!r tXld pw •�� },`�" r+sf r',S,.•Y,.! is ,r. # ) ,r ..s.•: , r .� � '�t a f::f, .S ny tt ;:y�},,L 1;,i",r•i n S, yy{t i ( ��,`'��?.� :i:t' aY •'.�#:.y}.1• , �' r t;, 7 ,ip i Y •r '1. f 5 4; r r f r t:r� yl°a t i 4! �',�i� t �3?"{.l Y 4 ,k ,, �'�'•.>Y,' ai'' .L ,s�[.1.� .w tt,' .t 5 r '-:: �i tr lrs:.,tr: i;rr.:E .t r•�'4�4,. ;'A+'(.-,r+ }r/ 0 ! i+ eta d 'v�.tMk.:ie.'d ,„� .4.:�i'r�r�•J. .rf rha;r s ,Y� .lr£` ' �'{ ', y .i'f,� i } � .t. �'' Y' ,I.,,, Er.tir ,r,G.. ;�!r j,. y, t?>'l t +'";X,. f :p;'�.#• `r.yx,n_r; r�f('•i'.,f En,'2 t .s•, x, > �l� 't. GS r.• "' 'ct�. 3' .1:' S �a t' f ! `�'{ r #"'t, +?:•1+ �t+tnrY�,. 'ey7'�. s �: v +'•�'. uf.ZkL" .'�'- l.£ !. i.: !{ .r � r 5 'i'•.• ) ,4 4 '.t t�f 7 1 '(r � �'3d-rk �, N $�NL':t: z nf':✓",•S .?fi.yi,t .at`, Si7.'7s( 't ' Y ,.•. I' 'r r':i;R::,��J:�5c 4�`"IZ%, �( 1'x' ( g:•.! •,#n! �..,:7,. dt;.,r, r t I'•f r 'V., r ai i'� i "'t` I t FY•! � .�t�+�•" '� .l } Y ,�'�.1 G1?t J S ll_r. x1:.: ,..i'.f., i c, +IY r .•'t A!' f 7� t Tt t,,,,• 4 `r 4 il ,i, `r .�i, ,,�. .z. ..F: ;.+f7, .s. is ;:1. +j' ., s ':,• F t:r { .tt'iSf+�a.?.�t,,•rii�r;�•;,.rrvft'�"r.c /��y� r �f t�,iF',`4 Y 7jf Ft aJr t f ,. .. Y.,. Y (, ( .,f,n �s9��r 1�, 1•� r Xr '•-t ,t to } .! t 4 ,,� 't ... ' ,..• {iF t r. .'I! )4 !tG•i:�t� rcl)tijf� , (^rst" , f1 �•r .�2I2 �'.�s. '`6sf 1 � kt t� a tY f . YU4�.j'�')7 , 4, aS '4°ta' 1 al r ltt` d��('tt��' ''S>y.�Ll��y�A(vtF •ui,y: "'I ;t1p,�'54r ry r`,.7 i .. " � '1 i �s�A 3r f f� �S. � 'h N�',n"'.5`,s'•�{jhf'„`�'t. )r. l� .:` {tiY 'l..v.rt t'J .: t '. .. j '.t A,J'�t- .� N�sV er'44 ti„.}y?lf�l r�Y�•'lsl�':;.E {i:. wwr.t eheritr:«rMwik4w..,ru...,...>,•,,.r,,....,... ........._...,�� ......•..., .,. .w.s r ir..,.+<'.rt?k ..:J,�^.wm,t.s ,�,,.., t,..w.....,.. ,....w....,.,w ...w«. i tt t a t i� a #�>rl s'•. authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or .+•ctl ` ; ;j' f;,'•' National Oceanic and Atmospheric Administration (NOAH) facility, or a utility service of another i i> government agency at any time during the progress of the work. To the extent that such construction reconstruction or maintenance has been coordinated with the Owner, such authorized work (by '{ others) is indicated as follows; .� UTILITY SERVICE PERSON TO CONTACT OWNER'S EMERGENC}' OF FACILITY (NAME, TITLE,ADDRESS) CONTACT PHONE Jefferson Memorial Airport Ron Craft,Airport Director 573-634-6469 Except as listed above the Contractor shall not permit an individual firm, or corporation to excavate P , P Y , f- rP or otherwise disturb such utility services or facilities located within the limits of the work without the { written permission of the Engineer. i Should the owner of public or private utility service, FAA, or NOAA facility, or a utility service of 1 another government agency be authorized to construct, reconstruct, or maintain such utility service or facility during the progress of the work, the Contractor shall cooperate with such owners by arranging and . performing the work in this contract so as to facilitate such construction reconstruction or maintenance by others whether or not such work by others is listed above. When ordered as extra work by the .a+` Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the contract, plans, It is ns, or specifications. s unerstoo ' and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized <•.; , +° t' {j work by others or for any delay to the work resulting from such authorized work. ;',^``xa�;.`K •, J '' t I�r�,ryl'f.',� ,,, .,•;St 70-05 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and r maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the state and local Board of Health, or of other bodies or tribunals having jurisdiction. Attention is directed to Federal, state, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions arc unsanitary, hazardous, or dangerous to his/her health or safety. 70-06 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/heroperations and those Underoall circumstances,safety shall be the most importanttconsideration.inconvenience to the traveling public. M1,,,flj}',tF3zti�fw;, T, The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with 'l;'::' k7f=+;: k` � respect to his/her own operations and those of his/her subcontractors and all suppliers in accordance with •:.�' the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit } `t ,-}+,•. ,,u. tit'`” t4:,��t;;;'•}; such operations for the convenience and safety of the traveling public as specified in the subsection titled a` r LIMITATION OF OPERATIONS of Section 80 hereinafter. ,.�,� "S 70-07 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall '"'1' `5 Y: '4kw furnish, erect, and maintain all ban`cades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs, and hazard markings shall be suitably illuminated. � ,� a;,?,r For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning .' signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform . ' ' . : .••f ti if,r t,i•' rr\` { Traffic Control Devices for Streets and Highways (published by the United States Government Printing4q t?J,rF' �z W) Office). +: qo T:1'M1113Ikwp1SP1:CS%GGN_PROV.d,K ' GP-21 x t •i.,y .atti W'1M�^Marw+lw,,±^'R'.#*^A .�Ft'r+ 1.. "7' � r, 1 ' ( .t•...tr,,f. tT i'�`i.:1.�. ^m,r`�i:�Si. 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Ji i4 it.-}I, :ty t.r ' i .r }d�.. k jt.M1ts ,..It ��1, u`� .;- t .d+rf t v is �' {;:�•�.z,r,{;: 1 a ,s. ',1 i yr 'i: {. �. ,�-; ,•'�!'�t' l ar+.;:t ni Et;;. ,,+i,t•t C'!t,�p �pi1'��:'�.xjJY .,�J .'r ,;�`F�r 4 ��•• ,y� £ ',i ;"1 i.,,). t5" I j s)•fd S' 'r•.,yr 4- '� t l, ..a•S�W"`r:�. L S' �n� f' jj�S ,• ,,tYN it_ .� to ..64{. :yj Ir;.' jl�l :ts_i •i', .r. , t' , {. .t'•P+,s,.J}}' qlP:rth: 'i�r ,!';f.sj�?'t:$t .Sa, ,.J ff ,,.t/r.+„t.{'E'1'�• )1 a .k1.�tt. .ra 3 } f.' 7 ,� r l-. J�,t~ �' 1 i 'f ,s t s $ a�}.� .Y _.i .t,,1 JY..{; '}'r'•;+ir 1 .t 1:' :ri ,,.' f' f 4 ..t 7�� `1,r i. "'dC A,L ' :;41 .l.c 3• �?} ti� ; � R?• y `t� .S'f'^ �°di:�•%•,- F 1 tl 1 V f' ( ff Cd.y' t•fl t'(,��`` } i•f ."iV...:. 'r+(}. �f '};t + ,ir:t' 7 .,. }. s. , r .!,''.,, `� ' }.: J i r�,. t,tile. a'd,<:`+V+♦c:�, rD�r, •t' I •t!� J.Y,^, 3•:t, .f' tt./, c�s, .r; i ':� �! ,r Mr,P f r„t ;,t-LC:i1.,,. `;•5'd;'s+�; ! +.'�i,%Z'•.�"i•tfir ".� {,r1��1.CPt�''-. CT .: } }' l a 1'•t �:s� y'4 S) t �t t k'�i• .. • t. ,. - All XL.,,'; •s'd;£ui r�. l� rr TSt e : ,. r!: f{St t. ,lf {,,'}b4i} KJ;y� r7,j�1� s'b� 4�j}'1 -kk ,r t�l y4F.i�?.',rt;K"t•`,?',tFf•°�'3 a t 1 utti'"i f r.E�r e'1•�rt3.`5�;� ,"''��x�(�?`✓'N<'`}r,� .w: +.- `4.flSr �s'� A t`� '�jY i •K � .. . `s4 t;r� .' ; �"e�y,��";�'A.��y��y"!' �El� �I�,,:;�'i„d "..�..•.,41, {><� � �. .r ! �' .i {Syr!-.t!`1{�. ht 7i �,r.G„_�f a\A 'f.. C^+ ? F st. '.: ',. ., ' i tIt :. '�..t�t{t�t 6rs£'zli� i•�'i ��;�:�:`;�i��1�'�f�s S.$1"(SsSP Std. ; a. i..' ! t t 'r 44? � +S`p t+1"�+!!✓�� Sy��:I, ,fir�4"«�'> f ' �7?75'�rt�NdtdY4.+intrxitid�w,i,...(.,.u.,.`...«., '. ...:..,.,...ww,.er1»<tNS�YA,Crrlfu,'r ar.:t '.- rS.St,h,.c."� :..A+ :,i,.. .t...r'dlN.s .. F'`.r?s'!!va .txsxgy,oJ..,sva.'..•.w.,w,..,....r....... . _......«. .. .,.._.Y.._.:i..-_.,,1:,:.,.....-»a,.,„ �is,xr 'Sf `t'��{�i',�� t;� }f#jji �fi When the work requires closing an air operations area of the airport or portion of such area, they Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of AC 150/5340-1 H, Standards for Airport Markings. n The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stock piles, and his/her parked construction equipment that may be hazardous to the operation of emergency fire-rescue or maintenance vehicles on the airport in reasonable conformance to AC 150/5370-2C, Operational Safety on Airports During Construction Activity. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 150/5370 The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing work which requires such erection and shall maintain the barricades, warning signs, and r: markings for hazards until their dismantling is directed by the Engineer. 4j` ;x t Open-flame type lights shall not be permitted within the air operations areas of the airport. 70-08 USE OF EXPLOSIVES. When the use of explosives is necessary for the prosecution of the work, l �tik;rtA;cF ,` the Conrtractor shall exercise the utmost care not to endanger life or property, including new work. The Contractor shall be responsible for all damage resulting from the use of explosives, DIY i�ri rr '.fv All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all such r"L,.<;iirt'Nr;;4J i storage places shall be clearly marked. Where no local laws or ordinances apply, storage shall be provided satisfactory to the Engineer and, in general, not closer than 1,000 feet (300 m) from the work or 1 from any building, road,or other lace of human occupancy. isar ;itrr ;vf ': ' P The Contractor shall notify each property owner and public utility company having structures or facilities 0i14; in proximity to the site of the work of his/her intention to use explosives. Such notice shall be given sufficiently to advance to enable them to take such steps as they may deem necessary to protect their 'ILI property from injury. �t i�+ ;"4htt,n,.%tCtiv��S�•Y-Y``'�t.` The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300 m) of the airport t✓ F;; �,, .t ;r}�;.; property. yI Ir7l /i"A" {f 70-09 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The Contractor ar r l yL, shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monurrients and property markers until the Engineer has witnessed or otherwise reverenced their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the i prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner ors+ RIP method of executing the work, or at any time due to defective work or materials, and said responsibility „{s^ �' t1F kr will not be released until the project shall have been completed and accepted. `r ' fit R? When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the nonexecution thereof by the Contractor, he shall restore, at his/her own expense, such property to ar :tf condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring s may be directed, or he shall make good such damage or injury in an acceptable g ) g g J Y P manner. 70-10 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the Engineer and the owner and their officers, and employees from all suits actions, or claims of any character brought because of any injuries or damage received or sustained by any person, persons, or �I' :4.0 ,;racy ...� � LAY . "rli•�'i;Y!• property on account of the operations of the Contractor, or on account of or in consequence of any neglect ; I�`. 'A,P: I T:UAfSl1w ISPGCS\GCN_PRO\'tlrK qa ^sr GP-22 i0r+�fi'r. 7rt S.:Y,,'', '"''''°""ww'”.""""'^'wYWfresxt4'ASW7M4.'Ny�L' �i•'.ib. j'�Jj'G r''-,st4 ,� �i}L.a{ T.� S,ri�.lsg SS N'y A,•1t S�S 1. t 2 ', .`! �i i s �� .4. r d'.S ,! y' {4. >rt i£ `E � r +.''£�'�r�31.,i 'tt'.5{y.�+ .r ��' � Al�ij.i:�Js` >'+� �. 'f`Y 7�.1 t 1 . �.: t'',r i.'� .t �.'.k. f 5 :'.t ,. f z .r(,',yfl.„'1'«'>' .r'•tJ} H . r 7 w ��?4 !Y r {r+ , r T� ,t Y } r 1 � 4:4,•r F F(. ; y . '. 'i•,:' ;tt 'r {� .S S K r t t� !: t: ,i. i tl'r1 �j,1,, S�� !r�,• ,rf 9f,i•l r'l'�S 1dvti , t�,. �r,l.,t 1. 1i ;`t: '4. .,� 't .y f� !i+_i�.;'` .t Y� �„} 't. d�',t r °''�t, of,1 ,�o "N. 1 -� s1`�'"^•yyt ,. .,1* !, :2; '?t< .'fi �}ql' .t bf :n. {' •,�.t+ z 't zi,� I .t.. .i irk?',��'r t aR t.o nk fi�.-}fit 'V'�r,K''ats ,@ , S ki }L;!\' _o I�';},�S.Ijt"<,: ,t 5.,;,' ,i t .;rr .( t' , >{4 y' I �i+ .."t(.I t {:,,:� u ;" 'ST .t AI Z >' f ,} i K ! s. .'t a .; ;r ! .i _ / 1 } !pi t '�I Vim,, lit rr�,�'f t! .1 `` �7�J 4 h rt> }• S' ..l','=u,h'J5S„• .a t' �l' Y r K I? 1r ' :i, :.1, yr•. '..4:i `• ' `rrru..c.d:y h! 1 a'`�li-,'' •"J' '1 ,?.. 1rT'�r ,i•Jl :A. 'SVGA i"'J}. 1� "f :Y'W.>.� .,4:r�! .• ;err .a Y".=J i'r i t y .h .:i. .:t.. ,� r r : �`�'f� }i } 1 ty i , rf t,r`!jl < !r 1 _,..1` ,ii��! t:��.a� },t{•"Sal;; � �" � y,r .•7 ,: .. i F .. y, .. r r � t,'s... tRrt b` �.`�k` SV.rr Y+lS•ii'.h�'zK'f .. .., 5, ... .,•„ : .. y 1,� 1 .r ,,'7 r� ,J 1+f,y .+�A7it flSy': ,4�i. F ,r?• r;` }f..,,yr Y4w .S.i'tyrt ,r't..h ` "` e : .t y } # v � p+. „�, 7'IAk}i'ip�,j T`it�:5,�';b �At�';(•; Wk, + .g?r�..in .rr�3.e SpF .h { rx 11t b�Yxh �heyy�• �� a.i •% t}'. ti r 1 s t .�rt 4,5{, l.i.'/e • rf yr k.�'}"Y s nyy ti^ i ;)t>4+#1, fi+. rxt F }`' it R.G st i r r't'. r 1 1 st j t+i t.➢ 1'� ,;.y, ?y*T �yh�'rc"i••�0,�t �1 x }f};u�`x� t ,�F z 'i' 3''.t,t s 1 I �! �' :�+i '. t Ja'. t,. l� fy;i��f�:�7✓. ��r.., :}t,jy} 4 N>;U',90f�.,tt rtt, rt i 't t 2Y .�.i ,�1 )$•1 r r��{,� ♦' I } t .} f `} .,1 is IY 4 r� .. .. S .4 3 # t; SS V ;j� k.ft. ,: ytj s t t t) ;,�7 t }s r` ti. JX.�7'� y�o- '3•` ,.......... •..•.•,iw J'1•• i.N,71"tEr i,4az,..o,,,-.x,,...<.....,..,.,...,...,.. ... .. . ...............N.,»,,.a..,.k.,.u.:.sx,a•..w1...,»..«....:. .:dL.a..l.L'•G1,'.,Lt.:G4��`j,� �'�il5i. ,, fawVM4uMW>�hlitgs},ywaa,tRbuYw.+inu......+' '.......» .....•an.. ... ......•.' '.... .... - ,{, .S A y J .;a °J in safeguarding the work; or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect, or misconduct of said Contractor; or because of any claims or amounts ;t " recovered from any infringements of patent, trademark, or copyright; or from any claims or amountsi, A4.,.,,,,; .> -`� arising or recovered under the "Workmen's Compensation Act," or any other law, ordinance, order, or ; ' ) decree. Monev due the Contractor under and by virtue of his/her contract as may be considered necessary by the owner for such purpose may be. retained for the use of the owner or, in case no money is due, 1 his/her surety may be held until such suit or suits, action or actions, claim or claims for injuries or .;,.}_., damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the owner, except that money due the Contractor will not be withheld when the Contractor produces satisfactory ,•,}'r*s<nG ,,t•a' F evidence that he is adequately protected by public liability and property damage insurance. l 70-11 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties executing the contract that it is not intended by any of the provisions of any pail of the contract to create i the public or any member thereof a third party beneficiary or to authorize anyone not a party to the contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of 3 the contract. 70-12 OPENING SECTIONS OF THE WORK TO TRAFFIC Should it be necessary for the Contractor ` to complete portions of the contract work for the beneficial occupancy of the owner prior to completion of i IJ the entire contract, such "phasing of the work shall be specified herein and indicated on the plans. When so specified, the Contractor shall complete such portions of the work on or before the date specified or as , otherwise specified. The Contractor shall make his/her own estimate of the difficulties involved inr,, arranging his/her work to permit such beneficial occupancy by the owner as described below; r,,.l,x •^• �.+,�,(,r4�Y rat(]:y; jt.•'i i7 { 77 Phase or Description "'- Required Date or Sequence of Owner's Beneficial Occupancy Work Shown on Plan Sheet `J Upon completion of any portion of the work listed above, such portion shall be accepted by the owner in Via/ "` r " accordance with the subse .ion titled PARTIAL ACCEPTANCE of Section 50. <rf, Jt No onion of the work may be opened b the Contractor for public use until ordered b the Engineer in xgy} P Y P Y P Y g writing. Should it become necessary to open a portion of the work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the ',ua .,•:. work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the work and shall not constitute either acceptance of the portion of the work so opened or a waiver of anv provision of the contract. Any damage to the portion of the work so opened ��;r'ttr,�a• that is not attributable to traffic which is permitted by the owner shall be repaired by the Contractor at t .,,i his/her expense. iy�'?; `'.Y, 1, ' The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the ,. rx'N!a., •' work under the conditions herein described and shall not claim an added compensation b reason of delay or increased cost due to opening a portion of the contract work. 70-13 CONTRACTOR'S Rl TONSIBILITY FOR WORK. Until the Engineer's final written acceptance of the entire coml'._ted work, excepting only those portions of the work accepted in { ` ,( accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50, the Contractor shall have 1 �ttL " the charge and care thereof and siiall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the of nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the worl- occasioned by any of the above causes before final acceptance and ,;.; {4 shall bear the expense thereof exce ' damage to the work due to unforeseeable causes beyond the control `.'. '' of and without the fault or ne li en. of the Contractor, including but not restricted to acts of God such as ?i t g g g Vii` ri,r earthquake, tidal wave, tornado, hr. :icane or other cataclysmic phenomenon of nature, or acts of the �•�,;, -: r of government authorities.P ublic enemy o , T:l'rN151\wSSpECS\GEN_PROV.Jnc GP-23 i a4 Jl�i;1 5'jh r;g?I,7 JJ ft 1x y�•:t.E.tt 51:.Y a�n',{.d'�•t'•Wrii�,.:;�r•!�W1�F.`t v i�'i 6}t4K^',v`';.'�?:'Y:rt�,>1`.ya;1,�1„t:j.•tl.d,r v�t+:N:y Y�e,,,.�'4.f r�f�..ir,�i t;�,':"•{t,';��,1��,'.7t,.!�'3,++'s Y:'ti t;,.a`t%u SIsS'�,,r,..r l t•,r i�>f`•;Jnat.T}'.l,.�r.1,j,.-�.,,S,.r4 r�t;.!,}4'��',.r.?.;.i7.,..fr,�1:�'�';k.:`•>„r F,1�'r y�'��f}3i�jt,,'•syi 2 i.}(,itX,t.R'..f,','`T1.`�(7 i,},t:51,..Y`'7•,x�...'%'.t:.iS.'';,:r`''i 7 t.;.;t�t, i'...i'.l;'.+�•t.'r.j`.' r,t!'>.'.;i}r'r'(:r'�','. x1:(�:.,.,.t T`b r t :1�Str,Ie..,.'it.;.';.,.7 c t x f f,.,'f I .s t -.,',t r' �4`.._r;r•'..,r t i{d,.i t..7.�4.i:i..•�.'i,7•Ft�1.}c ifr('�c,�i1'!.i}t i''{`.t:,P•ti4.tt r'r f1 zr...:4t t.t�r�S'1 jt.S)..'��,..F�1,n,ti'r-.4�`r k"#,•.w'.,I,t:•t,.;'.t,,ytp..,F I i.':r,r)zIc Io•KY t n.'''S�rr U'!.F.j'r,,+l.L..,��...F y.i.4.,,l';�S:,x.t>'r;.t7�.�r>..'d.{%'rr...;l5•rl rr+,`:t.�,.i.�..'',,t+,�`tY',rp''i 7;•i 6F,°3�. .',.,,�7+�,;x.".(.3I$S`"�T��•.��,}`t a,.,Ya.;.},�.x d'1 5 1�`'.. - '! .J ,1r '3i`F f:y•r��,r-4,.f..:�h i,�<,•.�'.'.�,+tr�t,�;,.l}4,�2J t,F i�ay;�}7�i�I� r 1 1i sx, j , v �.. e.. 1 1 fF t..i ;•r+`o.. ' ., ,;:ty lad .,w•,�.'r7. :,,r7(,,,��,rj.cn.�.}tl rr..0 .;r_:. cs '5.. n�:,' r.t.N r I�- E{ .a3...Yr. t ,:.l .r ,.4sS ir.t r, r, -.at�r(;trt.G �`Y,�,'r�:'t�"'4�,7.ca5�,1 q r ,..r, ...a.f:«d ;f .t.`tl K:i.. ./,i�'%•:i41�;'.i l`iI :r ,.1 "6.r. .,. r. ),�, s. ,nF4 '+ r'S+' � il....n, '� d'1'I { � •l i':r....,F..y 1r nr x u•k's t..; � t '„i/ i f f r .n`✓:•ru„1%yh-I'`'' rti^,p, .}cI � f S„}:, � �,,15� r'r,t»-.i:.r,.if,e t., �3 1.k: .li�:: r 1 :i.l"` + ii, .f• ° x ` '} { r'el'.rsv S ji t S"' r� �! ,(�y•.��Af a n� {�� + y�, `7 ,,,.`, t • ..J nt':t .r l .r. 1� 4.,ty,,i )•5• .�,., .,!', F�'”{rt.iY�,Ft , ). ,. f�'.,4 ', i s!) It:}�}�Y{ , t i I '{ .�. s4. '7'R. St><S;l' } '(t7 ..7��w..ryx't•�1�dk+{I,{y ,F,i'��wz•,it .'p ,i_.. d F2 y{.�.t;,.itt yX'b..t�.�t,.,{.'..'§•.;„,j”P`+t;..:S"kf4�Sr'.p��a,,t t�I Z if'a t'�y'.•Ytf h*'Yt�:s�Tr•!U�T�y+�t',r�af"":i1�'FF.t,r•ztT}�+�r.FrJf;,r{',>�i;'Yht,fi�pJ},s:,h 4{{'{tvr f i.F,,i':,�t!.'',ii{4 ta:u.4 �t�,t{{..z t JY.(A1,2'.t�_,-{y r i t J y.i,.<..ts' < ,t , , i( ,., _ + ° y+: : t r I{.,K f..1 1,..0�y`;rcc``}.`S.5.t��?z Y.i f`tke'{,tS".yJi,a f Ut t:1 tp}tt`;�•,w,,"tF}1'N,s.,°''''y�:,':�.:,�{'�Yw{��Gf�,P¢,'r 3'j.3,?'.'''{'"�s i 7.,�r�a.tJL)•,'J1�{F•'i+�{b„:E vy'J ? , j { yX Gaty JY a j t S1"�`Iri{`}'.r t•t`•:'.tjy{�;7yt'3e`,f'?dt,s��r}. .., , Mr' .!•t`• +,r Y}Y i�,;,'J!.!�}`t�y'?'-n,, t J tr.r` , .. t •i,.! .,�.�,'.�Jt'�.. •L t4 Pr P1 i, � 1;� " +�' �fa'•'+ Y �{31 X�.�f ��.y '{ r,1 r h ' j } { 1}y i�.tr1�1{�j'�E�'`I-,',7jt�}pt t. t ��3�/�:y6d r•}.,� } ,a J:e ! 1 .. ' ,.'.�. , .3.��,., ,'t`z�.Y�'F�1 t�t}«,' �$. �Y,° ,e•5'y,`. *tr trc�t+mrw,,,::Mi.;•a � :r. , !.. .,,.«-.,.i+.r.,swr�+:7raMa'4hT,.u�tk�dr Xr,.,e , ,-5„»,. .,.,w �. ,,,, +f. �a. � �n a 41, x}1 1 ,,p'1e�,'r',� ` .., _...__ r .etyr•+,,,4'.,.r., .. ,.. ,..,,a., ..,.,,,,... ......... w.,»,...,,,-..«.1.,...__._. ,.{,v.._ ,•.1..i�'.,�`J..:wr . tldi'4',�f i If the work is suspended for any cause whatever, the Contractor shill be responsible for the work and j shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense. During such period of suspension of work, the Contractor shall properly and continuously i maintain in an acceptable growing condition all living material in newly established planting, seedings, : e and soddings furnished under his/her contract, and shall take adequate precautions to protect new tree r growth and other important vegetative growth against injury, L x ; 70-14 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF ';! 'r` 'jq'?;r;?;•, ; t OTHERS. As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY i OTHERS of this section, the Contractor shall cooperate with the owner of and public or private utility service, FAA or NOAH, or a utility service of another government agency that may be authorized by the owner to construct, reconstruct or maintain such utility services or facilities during the progress of the Iry.t,!'P(•"'j�,t>}*" •;r � work. In addition, the Contractor shall control his/her operations to prevent the unscheduled interruption of such utility services and facilities. '', fti`it,�+;, d ++11 5 It is further understood and agreed that the Contractor shall, upon execution of the contract, notify tilefiyanF',jit ` , owners,of all utility services or other facilities of his/her plan of operations. Such notification shall be in writin .addressed to THE PERSON TO CONTACT. A copy of each notification shall be given to the 77 Engineer. In addition to the general written notification hereinbefore provided, it shall be the responsibility of the Contractor to keep such individual owners advised of changes in his/her plan of operations that would affect such owners. J!�{rs4fY <� I Prior to commencing the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such owner of his/her plan of operation. If, in the Contractors opinion, Y Y P p ? the owner's assistance is needed to locate the unlit service or facility or the presence of a representative of the owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TOr':'' '"''J'' t-., CONTACT no later than two normal business days prior to the Contractor's commencement of operations in such general vicinity, The Contractor shall furnish a written summary of the notification to the �j•fy9 3. iii{; Engineer. A .r w..,<��r � The Contractor's failure to give the two day's notice hereinabove provided shall be cause for the Engineer r>° `r'l'', " MrYi.=' g Y P g ��'Wti ,� y ;� to suspend the Contractors operations in the general vicinity of a utility service or facility. i,a;�rxr, l {,�r„ ;J Where the outside limits of an underground utility service have been located and staked on the ground, ,w.'t :• t� �`4� ,,. , ,,,. ! the Contractor shall be required to use excavation methods acceptable to the Engineer within 3 feet (90 `r7t`;t'jr1 `; cm) of such outside limits at such points as may be required to ensure protection from damage due to they„fi1,}i11,rY;in Contractor's operations. lr iv� t'"3'1S + 1=•J-'r� ;1�J��y>y{'�1r4�i�:Sq';,64��'f,;`,;':.�., Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he shall immediately notify the proper authority and the Engineer and shall take all reasonable measures to prevent further damage or interruption of service, The Contractor, in such events, shall +' .a •r Lr7' ,, P g P cooperate with the utility service or facility owner and the Engineer continuously until such damage hask ! y';a ,,'f{; been repaired and service restored to the satisfaction of the utility or facility owner. ;fisi{}`� The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/heroperations whether or not due to negligence or accident. The contract owner reserves the ' .,''S''• right to deduct such costs from any monies due or which may become due the Contractor, or his/her surety. <x 70-15 FURNISHING RIGHTS-OF-WAY. The owner will be responsible for furnishing all rights-of- way upon which the work is to be constructed in advance of the Contractors operations. ;��s• �( .� �s}�. 4 �t u t, "Y •'�Sl k j �l"a', 70-16 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the contract provisions or in exercising an power or authority ranted to him b this contract, there shall be no P g Y P Y g ' Y T.'!141XS1\a'�15PL'CSIGFiN_PROV.tI,k `fT fF`"{ 'rt P• ,fit'• 2`s,.,�:.s: � •17•'""`•' rwt rrw.•m»,v,'. ..,+rs Y ^� tt'� ,men-, 77 r :i}Y,{ :r i :r rir). rt,,�: ,h r, K .i ' ,rr'vaXraa{igp +!w+r.w'Ri (. r, sr,,.,,,.;, .tt;;,�,:' ,f;r. 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': „�;t„ xi,•• �i ..X.A :,� ,7:i.i”. v t3 �( Sr • �,1 .x ^{t�,tt .,1 t' �.,.31` S: ,.1".; ( ;1, r' }X .i{r, .t. .1...• Y •f� y.s:ek .12',,, y• (i:, '�'.r, M.} f. }nS,s'%:.t �:u..s�!� ",1:�, v, �' ..'rilfb;<t; ��, a' ( � ., J i. ..$ .•s,.r.,. i? 7L1...>��{,,'!'9. ,,'{: ,d. ;'`•'• ;1, •;,7 .7: ��1':;'r;, .l. :L::i. .rii,r ;�';. Y:,. � pr..•C,. .,J .'t,1...�„ 4 �,. �Ir.r, 4` 'c5,gi'�.fir 4 �.i 4.•.{ a�: rTf{ ..r^yd'. .t`^!K•. •t• f: 'rl•^ra`{,'.,r+ i.,, S. t;•f.''"y$. ,f r.. „n� •y, �t.Y.:?w ,' e[a„kyAt`�sa-' :f:.7 .1 i,l:o •rrc, ,+},.. ,„:P. .•F.. �,�. e. r ..S'” I r :h t t .� }, � .,k r Y i•�` ,} t't•• t `I,,ir xw,. to ' '� ,a.na.''f 7�..A:7,4.i.. ::tt,,:. .! 'tl-f.. .I:. .s, .1 r) {t '1.1 'Y,?'sew�6Y .fd �l� rq r,:Y'."';.,,•++„_•,•�I }.eY if�r. '{', s, ?tpp ,K, r,M.f%;.ry'1. ,�vrSV,,�.} ,L, ':,y,.+ $, .r.`,X: �, }.,;, !xlo•r'u.� g 'f ,: .i':N •.1.•rrc,:4 .� ;,1:•vl SJflxtn'��,ti{i� �j r, '�tt., .F :,,fi,;. ",!,r. afC.i X r .7 J ,.i i+ ,.k.,L",.:4' r,4. 1 t a it .}j{, 1 t; ; YY•};s�.+,'`✓,'�'. .i1t 7?'a`�, �tS•'�'r.'�%'•'. , A't ;Yt ;•h .! .,�, aflv t t 1 ;-y� 1. { � � < I� .�X�,{rc t!ty<S� tt';'.�rt of�3��. n ✓ �`,- •';,.�` *s '}t{ iL itf'4 iv � r�lT'�: ,i� r .:.J�{ll; ��*� .,�:: 'Y , .Y j:.. S f 'i rt,,.r t �L4 ,(�5 r1i ,><r•d}� t:.:,:•.sR L` , k. �� ,}x y S.t �'.J` y2, �. i �� r •:� f�t ��`•' 1.� 'i',ef. tMJ: 7kh''',�:rn c+Jan�a`t,1in asoctzrnridree�Ftd`atte, +'7VyuY}f>�ba4'c9MSCb"rii +idlrrts }Jo.1c. 'F" �`E' Yi• I� f ' �•�h'far `+;'er.i'jP liability upon the Engineer, his/her authorized representatives, or any officials of the owner either 7;:';'•str;::.;;+::: personally or as an official of the owner. It is understood that in such matters the act sole) jt 'A'L"'�r<ti � p y y y as agents and representatives of the owner. a p i L jet S1r'tt�z�,Ylr � 70-17 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the owner will expeditiously make final inspection and notify the Contractor of final acceptance. Such final acceptance, however, shall not preclude or stop the owner from correcting any measurement, estimate, or certificate made before or after completion of the work, nor shall the owner be precluded or stopped from recovering from the --� Contractor or his/her surety, or both, such overpayment as may be sustained, or by failure on the part of `"''°' the Contractor to fulfill his/her obligations under the contract. A waiver on the part of the owner of any t'r�k-„};�";}t':,, •�;`•.�' ; breach of any part of the contract shall not be held to be a waiver of any other or subsequent breach. The Contractor, without prejudice to the terms of the contract, shall be liable to the owner for latent �i Jiii,Ap 3 .l TI ., defects, fraud, or such gross mistakes as may amount to fraud, or as regards the owner's rights under any ' '''{"' �, -',' 'S ' warranty or guaranty. 74-18 ENVIRONMENTAL PROTECTION. The Contractor shall comply with ail Federal, state, and local laws and regulations controlling pollution of the environment. He shall take necessary precautions '( pollution fuels, bitumens, chemicals, or other harmful materials and prevent pollution of the atmosphere fromP artiulate and gaseous matter, 70-19 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in this f. subsection, the Contractor is advised that the site of the work is not within any property, district, or site, ,'..tr�it ,� y g, structure, or object listed in the current National Register of Historic and does not contain an building, � g' 1 -1 Places published by the United States Department of Interior. Should the Contractor encounter, during3:1,: 'ski�y` ,_;;,,tt his/her operations, any building, part of a building, structure, or object which is incongruous with its G1,,C'J6SfY�y;. %i surroundings, he shall immediately cease operations in that location and notify the Engineer. The Engineer will immediately investigate the Contractors finding and will direct the Contractor to eitherrti� • - N. ! resume his/hero operations or to suspend operations as directed. P P 1 ��:��s ��gg�!• 1, Should the Engineer order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform extra work, such shall be covered by ana+gS :' appropriate contract modification (change order or supplemental agreement) as provided in the subsection ;t titled EXTRA WORK of Section 40 and the subsection titled PAYMENTFOR EXTRA WORK AND xle3J �i : C�rt��•r l�,a; fir, I` FORCE ACCOUNT WORK of Section 90. If appropriate, the contract modification shall include an ':-;:ip'�; ,xrc !;•; ! extension of contract time in accordance with the subsection titled DETERMINATION AND =r. �,;:;F,AT EXTENSION OF "7��1ta'�f i CONTRACT TIME of Section 80. .' O SECTION 80 a' f ' �4ci� PROSECU'T'ION AND PROGRESS r� 80-01 SUBLETTING OF CONTRACT. The owner will not recognize any subcontractor on the work. The Contractor shall at all times when work is in progress be represented either in person, by a qualified ,' superintendent, or by other designated, qualified representative who is duly authorized to receive and Ei execute orders of the Engineer. }f S' , F,• .., Should the Contractor elect to assign his/her contract, said assignment shall be concurred in by the surety, y • y N +: shall be presented for the consideration and approval of the owner, and shall be consummated only on the cry written approval of the owner. In case of approval, the Contractor shall file copies of all subcontracts ; F� with the Engineer. •s a kt ., = ?' 80-02 NOTICE TO PROCEED. The notice to proceed shall state the date on which it is expected the ' ' Contractor will begin the construction and from which date contract time will be charged. The Contractor shall begin the work to be performed under the contract within 10 days of the date set by the Owner in the •' i •�,,,+' ''i};; ,.'.�r l �{ni"l • ujf44{1r� T.VJNISIIwjxISPECSIOEN_PROV.doc GP-75 H { ,!M,pww.,".•,7,-..e-s*.:.•,�?„ti:.-' `& ^x r,jn+":;'a•4Rt•r',ra.r�,dv l�s,{c;'h`z�, C..':;y lc(''V:,.f,.1.r�,r..��*,:1r�a.Y,?.:,.7!f. w c�r•!.'''1.t 7. ...r-t.'n'..iP•....�....'^ dy'��,. .,,. _ .•r,.;,.{t„:t.s,'rt:•;,{,;, .tr!.r,i r:,,tr-);'Tn•.'L"S:r 'b^..:. ,t;,v,/Wr`'I'tfi*'^ nfi,;Sj. - • �. i:.,^!'.:t n.a,;;r,T.(.',i E•,r'�r%8iY +'" f4`}.i, ,�,, 3 }•�.'( ,,°yfittt'�. :.::'.paj:�1• .. i <ai t \�M1t{n .,l.,J;':.,I 1.yy',4ty"ri•r''n�+`�t',•,'r�A f r}' •,tlr �r tt'a '' .4'7, rr9KS. , r+4.;, t }t'rr:1 .,.%. }. r El + r' r' � 'r„s :"lx.yrr,<<fv, >.,t to 5`C W t • v, 'G., ♦]{'!1��''' :'�'a. :L,.. et , y 5 'x ,� , a ,� �, x „Y :1;!'+ `•i:!•'Y� .d ^5"i' ! u•� 4 i Pl; }, A 'f•� yt V!'��1 t1,r•'J.'� �'� •°�"� ,4t. r�,F''�.`ar'it' '}':xL:7:,;1, ii'' ;.,�� ? li .ct - � t• .r, , i .} .t r 2 �'+; ( S lr,r• �' �'�-:,.6�•,�'�.. ''� rv��t •J r } r�k •S'ts'�j, �t ,� .,� rig ,( G•sb�j'r<. 1i c ,i .r.�i l •.4r-,r�R+..,„a'{4.� ,;t 4,°>:i'; i{r z t r .,t..r. , 4 r%.4 'rr 1 +� r ,C5 ? ,�; a'.s fr, f t ,J' I it ,,4,, ft 'l ;f, ,9. '.'`jva}. C,;( •6 'i rsc ',`t'. ' S' i }!t `,t� t � t7 `.i 1...•}, .Y ( (+ li.•( ,.�.,;":r } ''g 4,{,1 ' o,'t(,ti; :1,�,. �y ti,!'s.� 4. } t 't .r;,.• r+,=a; i .�,�t Z Y•:�'�• / rk.r,+ +rrr��yy'' �r2r ;��;{f""""""""''''F�� ""'n�r), .',Yr•'d .t'- ,'}f±', •�,.yl}r� r' ? A.. '`a J( 5� ti l.'i- :!',}'1' F i j.Yl,;, ,p,f d�.n., 5�':t t,,Jt u+7,k5��iJ''��,. { J, r}. lrv; } •}.i,(.yr, ..�r 7{..FS,h t;,i, ,y,k4i L�, as,,,C t A. a 1) 5r' d Jr-s J �.�q `t y c�' ^,5: tv„ ! ) ;,., � ag'",$ti�>< .E �,tl{{� c 'F'�•, (,..of s ,(.�'!" '3 ;c:* ,Ut'..yt,.t y?'1:1 .:., .0..,1 t.t ,,.} 'rl'. t(,JC._ i, "4a d ;.p,� �.� .h'x rx c., 7Pi✓::Ct,. n1°., 1�Y {J 7ti1,'r.. 'r�Y �.. •�i jn. tt,a,rt.. r,r fib r ,y, .,.w 5e}�.r �+ t-r�:i .1�.•: f ..,, t 'ti l.�f r ,;N,F t i ,1; 4 i~,I�j�''•. , r �' r t,'tly��.�.T:f ir•r4 v°Yr.�bd}0.x{.�''#dA j.t�l�`r�'� iY rt uetx t.. y , J� r.Y ,�':? ,W.�; fi,t,,ym,,.�x,1;'raj`•x 5!. r rf.. ,.f,p,,r� +;, k 1 ( i :,l a dl 'S i rr�,. ,r5.�>-,.ii6::: ;�/•�. �C.d,�,?its. f I, ,i '1 � ,.,±''Yr•'o1, •Zoi �.,�?!(3'.;;%t^7r1:• ,tf t1 }t .7i6 i; �� ;. ' :) 1. ! 1+i }.. •xl�. �. 1��°.:�,'r' � ��; ,��r, e � ai *i :fy •e.f•rth ,l,,l tr .r'f„ >`' ..Y. r e} t '` r s, i,: f r�' �4 � y, 1'� 1 ,tit f a ,,,.t r '{r. ,1+' 1'�t�i tr.J L,t�•� ....,„ 4 i r` ,. r r. .�4 6.fs4 t rY�cY•" �.){,'��tJy ."::S.R Yr.✓X,'•;t x;,r3:''`,x%..x•„•.F gfi� yr. .+j ` f i.. y. �..y,t tSi SS .5}r,��i.11SS�, ��,:�,� .�. 't,s•:� , ,i sf t+ e�l .?(�f tG.4 F. f' t; r } ;43 *t !}' ✓ c' tr�t .aV�dY�LA•p,t t. i t t i .1 .'4! I w.t i,a`t'� J,�(Nu.� ,fn'�iAtr6lNdtiYi�inlcwt,iw'r:+:,.,,..w'.........,.<> •4 }. r.,.•..... ,.....n..w.n.MkW:� „',l'tP'� Y'f;i,'pi'!b'7f 9t�'"i4,'i`: ��' ..'�"� .r.SI�: 1 }t 4rAn-,.'9•:...Y'e....•...,,....,-.. ... h.t N' ,,r .,y t r !�ty t,4 t t1.4;1'1ga!t4l�^t ...... . .._. .• _. _. _. ._. .•_..t.....::c�f.�:u.aSewc xyti ,J'�'��rh>:..k C 1 written notice to proceed, but in any event, the Contractor shall notify the Engineer at least 24 hours in advance of the time actual construction operations will begin. 80-03 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit kf' his/her progress schedule for the Engineer's approval within 10 days after the effective date of the notice to proceed. The Contractor's progress schedule., when approved by the Engineer, may be used to establish �.:'. :"::c•:`:' `'"' major construction operations and to check on the progress of the work. The Contractor shrill provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the plans and specifications within the time set forth in the proposal. `^ If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the contract time andR��' '�'Y 'rs�if modify his/her operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the prosecution of the work be discontinued for any reason, the Contractor J shall notify the Engineer at least 24 hours in advance of resuming operations, a For ATP contracts, the Contractor shall not commence any actual construction prior to the date on which r ,, the notice to proceed is issued by the owner. • dy. E � r„tit '. 80-04 %LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and the operations of his/her subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft in the AIR OPERA'T'IONS AREAS of the airport. t When the work requires the Contractor to conduct his/her operations within an AIR OPERATIONS3"st;Faa„p;} AREA of the airport, the work shall be coordinated with airport management (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an AIR j.�•.• 4�ax'c: OPERATIONS AREA until so authorized by the Engineer and until the necessary temporary marking and associated lighting is in place as provided in the subsection \� ,;.., n titled BARRICADES, WARNING SIGNS, 1 AND HAZARD MARKINGS of Section 70 and as indicated i AC 150 5370-2 Appendix. n / Citt the When the contract work requires the Contractor to work within an AIR OPERATIONS AREA of the +�f,•?s;�ly„��"t;�`t�x+, �,; airport on an intermittent basis (intermittent opening and closing of the AIR OPERATIONS AREA), the Contractor shall maintain constant communications as hereinafter specified; immediately obey allf i7 c"Z; instructions to vacate the AIR OPERATIONS AREA; immediately obey all instructions to resume work ' in such AIR OPERATIONS AREA. Failure to maintain the specified communications or to obeyTi instructions shall be cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA until the satisfactory conditions are provided, The Contractor will be responsible for all barricades and temporary lighting as required Gy F.A.A. ' regulations or as directed by the Engineer. The Engineer will have the authority to request the Contractor to place additional barricades temporary markin b, or temporary li g htin g as may be required to maintain the airfield 9 .� operations. h�,t�.�tfr� •",+I a, 80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting e work to full completion in the mannerf�`� 1 " : and time required by the contract, plans,and specifications. 2 All workers shall have sufficient skill and experience to perform properly the work assigned to them. `, tSAr' . Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. Any person employed by the Contractor or by any subcontractor who, in the opinion of the Engineer, y ` does not perform his work, in a proper and skillful manner or is intemperate, disorderly, threatening or utilizes abusive language shall, at the written request of the Engineer, be removed forthwith by the Contractor or subcontractor employing such person, and shall not be employed again in arty portion of '`' `w. the work without the approval of the Engineer. ; s r . ;�. T:NPNISI\wtx\tiPf:CS\(iEN_PROV.J'w GP-26 ( •.,-"'C,`!•7!• .,r^m'^m r' '^ «ry+r.....e:uwNµ+llliP. g,,A'py zw r. r'• ^°'!'°y� "1 �f" 'itl '•4.'ti+it.?s3.�; rS ii sif w-f t. t 1l w-�T\ f r s l. FtiwiYnw r ^""""""y^t r tp�• r, ,�' :� •. t� �'� 1'i.rtt r t. {' .tt 1' r � ?'� i,t .c i? }'t. t eft�,'14sSiT?�� i::,:�; �{r, t (r.7' l°�'• +'��9�:1 �'}}'r � t6 ",�I, r .a; It tt fit i` s+ c i + �,.i + ., 1 `f � s. ,ti. ,..t+ r t+' 3 it��4•'�: N:}} tffTT..t t r nf' tt,{; b ;y' ''1 y 14 r�;t Yt„ ..� U i S tS .4' t �J" .i :t •4 'Y,':r: }•,s t d. "7t `� 7iy�'r%��rYt�.-�nf)� j�.ltf�s' u'" 1i.J ..F.,y J... .y r ti 'w 1' ; r .t :r!•. + 5 a i't F ti iL5`'f 11�f� b at;1,5,.t�F{.if�,.i p _, ;� �{�"1^C!i,i•'++,1•t�l �,� k} .:1 ;r '.tt 4 trr,i f .v t y t. i ,t fir?". t , t. �,Ilt.ly�(�.' .,(5,t�,.FAi �,, k rte e� G ,'$ �` •,c a 71h +'„ t;1¢tf.• t `f. { r � i 1 4 t. t 1 v 1'lv ^t{ ,.l f qa , 5, 'Y i .�� :a'.it,Sff�S''l,r'<r.d'S• i y'�t'i��i i'.t 't.;{ir i,lY( S'r4y ^s l: i rf :l t E r�' t w..J;'S' s f iS$i 'TG�4/it t :Y�'p't �•y;{`,. ,p ^ i 7 .2, ,,r t 4 .s.r�fi>_:.r:.:;"r,`•.1>:?±•,AlrS,l%I r4., v,..s>�.. ` f PJ,zY 't,,t)t�. r Y �,s t fi ,r 9+•, t1r�f .Yr' } #J' f i , Vg, 1+ r, 4 . ..7i iaA,rt r „�'�i�rPt� xct,r'} {. � t •' ' :� �y.t xl:i! .,,}ni f�.ro �.,?i'+i~�ta+"7:11'(r+ ,J ,::,.. #. ,tt }t rot!f{`I��f a�`,�" �'i":•�, .qy',.A>r#r t� .<.,+i vC a:' tf f. r + � ;.rs I t4� .� ! ,.i,P'aa��'�''�'?•S gfit'.'�t�+F�t�JwfPl+,lyrf 7 d,f�il t.vt ?d rs'7"2k,i.'Y :r:`t..} f s ,r ,�'r+y;k,'�cY%'V..{'1,t'�Fi,,{.k�a'�a,i" �t�•S:��t?s%:,:�. t ,C. i??Y}t r,i.,•'tr ar r 't :r ft 1 S � 38r C„„°,,{{G,,'S` in{;�1� .,,`P.l'2yt� 1'.;�';�+.• .+.�1'y.r t.7�Si§�;,..t!7'•,.' ,•F. 4,' t t '�, , 1 Y, �r:.�s E,a��t"„'YnYic�4.l�rttyp✓. � v�.F. Pj �. Sr, •.G.. t!. .,Yt , , r / f.' F , v i i .l Y?' I,ex.Sy y,xtli .t ;Kj-�.4,'},ts. a � ,r r , S •; ,�t Y'if a 3 y`+ �4 f ��,�,,d�t�,�s � ..�w:s7la+sG�it•�kkx?nFr�mJknirr.w«,,..�...r......,... r. .. .. .. ............... ... ........... ...,frtrrf..,+'.ti!P+�'.:fti:nS T_ ..+r,,..r..,.,.,..,. .�,w>aw.-,,,,.,,. ......,.. .., _,,.,.,.....,«,...w.,....�,w,.,:srr✓.,.,e«:.astrL.a.w:raJ,ww'v.,i:i. Va,.,:K��.'�f Should the Contractor fail to remove such person or persons or fail to furnish suitable and sufficient �;.':':=:.t'•. personnel for the proper prosecution: of the work, the Engineer may suspend the work by written notice I until compliance with such orders. All equipment which is proposed to be used on the work shall be of sufficient size and in such mechanical j condition as to met requirements of the work and to produce a satisfactory quality of work, Equipment a. used on any portion of the work shall be such that no injury to previously completed work, adjacent --� property, or existing airport facilities will result from its use, tij 'r<' When the methods and equipment to be used by the Contractor in accomplishing the work are not ;}t'' �;;•.},,EI prescribed in the contract, the Contractor is free to use any methods or equipment that will accomplish the work in conformity with the requirements of the contract, plans, and specifications. Y�y M{ CY 'r+4,�!,�rs When the contract specifies the use of certain methods and equipment, such methods and equipment shall i P be used unless others are authorized by the Engineer. If the Contractor desires to use a method or type ofC;' ,� j equipment other than specified in the contract, he may request authority from the Engineer to do so. The request shall be in writing and shall include a full description of the methods and equipment ro osed and rr,'5#;'.",,7 1�jr.:`�'•1 `'..:., ay of the reasons for desiring to make the change. If approval is given, it will be on the condition that the Contractor will be fully responsible for producing work in conformity with contract requirements. If, ii after trial use of the substituted methods orequipment, the Engineer determines that the work produced i "-� does not meet contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The ,>.t:'�>„.;% -'',,,, ;i Contractor shall remove any deficient work and replace it with work of specified quality, or take such other corrective action as the Engineer may direct. No change will be made in basis of payment for the i; contract items involved nor in contract time as a result of authorizing a change in methods or equipment :r' under this subsection. 80-06 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the authority to suspend the work wholly, or in part, for such period or periods as he may deem necessary, due to �:1G,,. #fir ,.: ' unsuitable weather, or such other conditions as are considered unfavorable for the prosecution of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any or all provisions of the contract. '' '' ' a In the event that the Contractor is ordered by the Engineer, in writing, to suspend work for some unforeseen cause not otherwise provided for in the contract and over which the Contractor has no control, ' the Contractor may be reimbursed for actual money expended on the work during the period of shutdown. pp�::,>r<.�X.•��.�s<;: No allowance will be made for anticipated profits. The period ot'shutdown shall be computed from the ,i ; effective date of the Engineer's order to suspend work to the effective date of the Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer within the time period stated in the Engineer's order to resume work. The Contractor shall submit with his/her claim information ze '#i1:' substantiating the amount shown on the claim. The Engineer will forward the Contractor's claim to the ,;� *,�huh}rl,�h. •}: ','• owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for 3�;: �,., a • i_:. suspensions made at the request of the Contractor, or for any other delay provided for in the contract, ,{ plans, or specifications. + �;t '}i If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He shall take every precaution to prevent damage or deterioration of the work performed and provide for normal drainage of the work. The Contractor shall erect temporary structures where necessary to provide ' 2< A for traffic on, to, or from the airport. ” 80-07 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of calendar or .; working days allowed for completion of the work shall be stated in the proposal and contract and shall be known as the CONTRACT TIME. TMAJOSllw 15PGCS%GEN-PROV.J.K GP-2/�7 t � o'?r:>ft{; ,:ttt ar 3.1'•1},. ,.: r��'.(•t4(:.'�L�3 7,.,,'><a''�w �+`u 1.�R{y,�r�:!t Y,4,t j"}1'4,r.i,.�t.'�'.tl s ti{t!y.rv.�e.}rt••':Jft�Y*�y 1 r}}^J;''.}`V..,.6n.as:k'+1{".priI.t'.;u#♦t#,3.,,1:t 1.�,.t,F:1 YJi I C5,•p}:°..,r f.';.:.,,.:,.,t};.,.c,+:S,i,?h`y.,,5'.....l�,"�rkt.(.i�.�n1t t,-'.-^t{•,,.,S..;A,r'ir?,1.y:1Sr 14'iJ ti},>.y:..s l•�it1nn,'.i,>y.,Z.,�,1'r:}`i�tis.S i;"i ti:,v-,tf,.....,'f.•1-.d!r:t"T'i l s�'t`l.c,;'�t`fi�-.,•,YLi..`.,'f,L�;•tJ;x'.rt t-3:,'5:3�'•:t:.'�.,,',�•1.t..'.":-�'2,”.'t;#M.�.S.;,„'S'.r+.t..,.,?}..ti::`r:?...i.1_K`e7�..+".,WY.�=a.•t"f f � ''t..t tt .r c•''.r,r i,r r. �t tN R a,�N'w7a1n,.C w..,,,t,...1.(,�:.;...,-x .Y!.."af•}'').3 r a y-ir;r,<sr�t!.Y,•-h�,1:.;�_r.'i;t:"�'t.r r'S.,tv 1.•,t s.%?"t,.•�.4,:�ti`,j4i''":1 1.,.,tt..(�..-fi ti),ti i<'.1,",,+;;y:..n.7 M�4F f.f..1'+.55^}.••;#,p p,r:!,{r*f...t,,•.f'.v.,T.:i'+<!�t;�t;",.,Y,,..i.f;..:a'c 7�r"^",�;;y?;"..�f:C.i'r.".k:t'.,l sa.!t£''•.4i t`•;„;I�'v.J°.l a.e-•.i.'.�1,{.•''�p;�•)'zr±,, c:, < t 94-1 ✓., 'u. 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S !st t.7 pf flt •FP;'a ' F. f d,ltt,ty r�lt,7}Jli Sf�_i' 3 IfY S':tK yt �t t.y' } y7t J , f .}dS r I � ,4.f•.;ti�?,S�..fFi31'1 �'y Y >f>'"i,' "2.Y1'1,`L�tu'�r 4 .;X�Yi}:>lst..,t:t�.'�L' 'v It' :5•n' � ��t '� l,l t .t...l 'i'{�n ft T',tjr �'r47'>"i�. t � t �t'.�:t r.}. \• r t •," r ..,{at rt � t't s /rf.v9'.a£ij r, � �"5}v 1� �+ .r}ti}j��C r i 't t�f t• a .. Y t. � r r LaL'��. ' > �'ti't"'� +-� ,f�;`'�i,,,t,.P y' $''Y 1.}J :.' i ,, t }I �ts,'�,tAja'�kt }t,�P�•i., ��'r��'.f)) '.1 �'/•s�1 �..:S,V; t a 5 ', 7 �,�'yj E�f'yt�L�1c(t'sy41�-.Ptw'�y,�4�,'lt�i�C'��?,' ;Ad" '7alSf ir44•C^hcn.iirJ,r,«.<u..,.. ..... i.,. ...... «. ,.-ro,.+°rav,m ri xnrrJ't7..)r.i'JJ:t'- �".i./k't, yt e ct.,rr:f' l ,.Ft;*,:.,IIv., 'J.+.v.�.n•.,w.,......_...,. , .. ..... ..+.1' x5 r.,.:.is.•:itwlkr t9l Sate #7 lSkr Should the contract time require extension for reasons beyond the Contractor's control, it shall be ad'usted as follows. q Y I CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the Engineer. The Engineer will furnish the Contractor a copy of his/her weekly statement of the number of working days charged against the contract time during the week and the number of working days currently specified for completion of the contract (the original contract time plus the number of working days, if any, that have been included in approved CHANGE ORDERS or SUPPLEMENTAL AGREEMENTS covering ;h ► EXTRA WORK). The Engineer shall base his/her weekly statement of contract time charged on the following considerations: 'tir5 'i,: Y�ti7{'�r k,5St1tf��F'1•� (1) No time shall be charged for days on which the Contractor is unable to proceed with the %dr i It fs: principal item of work under construction at the time for at least G hours with the normal work force r t►?,; ?i �l ;i' l employed on such principal item. Should the normal work force be on a double-shift, 12 hours shall be s,► `z"t 4 ` `' used. Should the normal work force be on a triple-shift, 18 hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of , ;, ` ►r;'. ;n �,'' > t,>•,s Y r.,. , the principal item of work under construction or temporary suspension of the entire work which have been ordered by the Engineer for reasons not the fault of the Contractor, shall not be charged against the contract time. (2) The Engineer will not make charges against the contract time prior to the effective date of rtrut�tx�,} ,t the notice to proceed. � {tj ,}►h;_; p7tH ^�dsl^t .J�1>� 1r _.•� (3) The Engineer will begin charges against the contract time on the first working day after the i;�j%k tr;;" .'�;• effective date of the notice to proceed. aJTtF ; , 1.='rr•�`:., `�;{5 r�;:*.}'i.' All Tt f`t{e`i1•..,;'. (4) The Engineer will not make charges against the contract time after the date of final P•a acceptance as defined in the subsection titled FINAL ACCEPTANCE of Section 50. M YV (5) The Contractor will be allowed 1 week in which to file a written protest setting forth his/her ►� •;<;:R•�„�,+d/b,�,�.y,' ,:;: objections to the Engineer's weekly statement. If no objection is filed within such specified time, the r. weekly statement shall be considered as acceptable to the Contractor. w;"4 ;;s;►�'n;: ' J r The contract time stated in the proposal) is based on the originally estimated quantities as described in 'S the subsection titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of Section 20. ° ► ' Should the satisfactory completion of the contract require performance of work in greater quantities than "if'V`�7l6°�`t` Isar. �10A'. those estimated in the proposal, the contract time shall be increased in the same proportion as the cost of tyr `G"$' P P P P the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. t :)1� Such increase in contract time shall not consider either the cost of work or the extension of contract time that has been covered by change order or supplemental agreement and shall be made at the time of final x ,, payment, 1. �.M b. CONTRACT'riME based on CALENDAR DAYS shall consist of the number of calendar days stated in the contract counting from the effective date of the notice to proceed and including all Saturdays, Sundays, holidays, and nonwork days. All calendar days elapsing between the effective dates of the ` Engineer's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. i4 l At the time of final payment, the contract time shall be increased in the same proportion as the cost of the ,I actually completed quantities bears to the cost of the originally estimated quantities in the proposal, Such increase in the contract time shall not consider either cost of work or the extension of contract time that has been covered by a change order or supplemental agreement. Charges against the contract time will cease as of the date of final acceptance. F; f 1 {. T,1tM1t 1SISwrwS,SPG•CSSOGN_f'HOV.d,w t GP-28 +�,e` scf�,.n,Y 1�'iJt�i is Y,JS u Y� 't S .n.t Y P..i"7.,y, y',,ryp"t'.yr4•4 !'1f°' 1t t:tt. z.. t roau"{" f "-- f A+" •••t,-r--i�—'m,y,. J l� ' 6 Sr � j{ � d t•�x. 1 l tSt'17”t� .ffY �.','+i`;;,77 t t� f{(.xj'.(:,�t't•[ e .��' i' y i ). � n t i ( .t t ..�t rJt '1 ; :4'yr��:{ v?'.( ,fi`�+,�: e F ,Y •�w't �"' vf,ilV.45h`�r t',{qr ,�, s.t., J '7. t�s ? 'z .3 z n {r rZ i t e,ti. /':xltti.;l•.1�; r:R, fyCY,\��', t � I, lt'f4�r fr+'.Sr' },!!�ryr�'.hr!.Y"..�/`•'•'}5+".� s4 yJ .y', 1.F.t{ J r .t1':'. ! { 17 T:i > i't .f'�kr.i' u '4 �}1r,4 5"f�.t:7t':.��f•'�.'t�riri�`�r�,"i,4 `r")f ' .z'�i�kl.i;�.rty,{'k t xI .i !.'t .G +; yYJ j .S, .t .L ..,1 f1 v, Q �ti.i �)54y7N, ;i �'I'.. G �,�r� t'tr';Lf s.11. t i55i 7 ��..•r ljjF )a�5fhyS1VTt �• e x a •xl,��t rJ S a�'M5 x � t 3 t {} �t�W'ry � t I t .? i..'•il s .tt f.J.�"lrk�� t °t{ 4_ qk �„{:+fi).ft .' ��4R �,'ti..,+ .�d •�}'.'�+ .i4}, {''+-rM1S r?l�fYivw..t_ayg,.r%f jay it}f. r�r.i5 d ,r..f•.,,f'd+,.',: r. t 3 i 1.4:x -..t'�zir.. k'•. .t .tr •:1 �, fYr,�3 r:!;5 } 3K: 4 , ,f`{•., ,4.rdre�I,i•'�s.�':!.:�:r 'ai„t�.` ct,�r' 4J.r t ��7 •�.$'.,!'.-w* l: xf f}' kvt.. `,rr}:f,f..,,« •.,r,,.x��,'.uJt .r ,'+ t.: i e ;� ( ),t �.f Sy,ly} +`',+ ,,. ryt ,t�,ro,�1y':tycy'�'` Fl y;ti> •.t'�l7 •`5 r.r iLyrs;t at 4 '�,,�r 2. 11 .v�itl ll`21?.4`%'^'a ''a •' t�:t,:j .# „7' J r'ti 4 �il4ANt9.7daereittttii' +in6itciv�bar.uA.rrw.5lra:i.».w.u:.ww.•,.w+..,.k....- ....,_.._.., ,. ........, ., «n mY._.... ., .».,.. t. 't `.+ ' ?r 'I. !yk�•Kj�iy �1 „y;(, .t4 f¢ c. When the contract time is a specified completion date, it shall be the date on which all contract '" work shall be substantially completed. r' If the Contractor finds it impossible for reasons beyond his/her control to complete the work within the f., ?. ".i contract time as specified, or as extended in accordance with the provisions of this subsection, lie mat at any time prior to the expiration of the contract time as extended, make a written request to the Engineer for an extension of time setting forth the reasons which he believes will justify the granting of his/her .;; 771 request. The Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the Engineer finds that the work was delayed because of conditions beyond the control and „j i „crG Jas i X t}! without the fault of the Contractor, he may extend the time for completion in such amount as the conditions justify. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion. t � VI ±r� ; i�- 80-08 FAILURE TO COMPLE'T'E ON TIME. For each calendar day or working day, as s ecified in the contract, that any work remains uncompleted after the contract time (including all extensions. and i adjustments as provided in the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of this Section) the sum specified in the contract and proposal as liquidated damagesa?r'rs,.� a,.,.j;: will be deducted from any money due or to become due the Contractor or his/her surety. Such deducted y sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages that will be incurred by the owner should the Contractor fail to complete the work in the time � ,;ter. 'tr°}'!ji�!�';X;.• provided in his/her contract. ?j.,d,:y?;,F :rt1 ;:•� {Yi , Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its Ta •,� ;; ,' completion, or after the date to which the time for completion may have been extended, will in no way operate as a wavier on the part of the owner of any of its rights under the contract. .1 J"�a`;; 80-09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in } � s�� a, i1 default of his/her contract and such default will be considered as cause for the owner to terminate the contract for any of the following reasons if the Contractor: tt : M1rr�}�ssh..4. a. Fails to begin the work under the contract within the time specified in the"Notice to Proceed,"or }a�!`}� `w i b. Fails to perform the work or fails to provide sufficient workers, equipment or materials to assures completion of work in accordance with the terms of the contract, or c. Performs the work unsuitably or neglects or refuses to remove materials or to perform anew such �;• �: �� ,�, work as may be rejected as unacceptable and unsuitable, or .,, d. Discontinues the prosecution of the work, or e. Fails to resume work which has been discontinued within a reasonable time after notice to do so, �F ,q�. f. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or .;;;:f ,',� ....j `„•,�� fit'° j�:.'r:�`iG g. Allows any final judgment to stand against him unsatisfied for a period of 10 days, or y' F,N i”4 • h. Makes an assignment for the benefit of creditors, or Y I i. For any other cause whatsoever, fails to carry on the work in an acceptable manner. 7 Should the Engineer consider the Contractor in default of the contract for any reason hereinbefore, he - 4r{ shall immediately give written notice to the Contractor and the Contractors surety as to the reasons for ' ;YN considering the Contractor in default and the owners intentions to terminate the contract. �t r` TA91XIS1%wtwWECS?GEN-PRGV doe uWf.'ti Z � GP-29 i .;, cr,y'{, m.:.'rM1T'•tr,7�jr, q�k}FY i, '�'.,t f^.'.n,�rv,""'"�'.- `;T' "> •,.R:'7,1 Y.*ts+-•a t"l^ rir,at�,:n,-o-+, y ��lt•�' Y �yy'�Y. � 1 ri• f,. 'j'i'y "aiV%';„Yd ,y'_w.yn;nr '>+fC;' t 9^ Iq I� i1'?,`!r +.> } 1.7. ;:t „ t. 2°,,,t,.`„1.`••� i.M ,i(.,•., r:. .!!`i lr.ritt. .>v£". Sri tr; 1 Fr'i •{ ,fi .:t t` �k�z, {t,� t��,6'�; �j„:�< •.t :.}t.}.:l.u,t. ,ti; � ,';f'. <;�{ t, Z.. J' €,��'1�,., :'•'k':. �t.'n e�{''ti:s;zji(S.�;S'IT' � ^, ��. �,a• t r.,'. t{7'.a t.��. 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Jr r7�,.St'f,'t,,^,,ip :.x ,..,..,r:'� 'Yy�:L , "t .,7 , i • x.,,t. ,.f at..l 7 :; ,r:5' �{ `'� C. ,.,"lyq J}tYwi..'t dtf 1z .5.r1. �r?� •�i...t { „E..iru }lJ.. � lr, .f' r4 ifi rC. ,? .7 rt.' ..t, Gd ty `r'1% rq.f.. 4 rrrr:t, ..5..'Sf!}JY. L*t. ,iu i ,t.,J� :P txS,�'`7' �i,31 rt F 'Yax�. .i •r.i r d.'{' i. :r aa.. , u'.�:',.+l�.l;'j^.,p.)J .��i �� rN. r.,`t 't k ;;5;,. .f �� t +, i t. 9 .i",";`-ry .,•. i 3 r;�. .;,.. ,tu'J �;fr tp cr, i1;.a•. ,:{Ic,, lx .1. c t r f.S., y,r d,t.•..d:t. a.. {r. :.a',�}e`}r {�t `J t1 f {„} +^'rt. .,ika�it`�':+its. $, •.t. .!'r x t,*.•).. � y;i}n 'r `"j?, l:, t .� r. Y?.. .,t`'('x,>,... ,r,F•.� ,Mt't ...,r�: +`bra, QJ"t '5,.. ,,y°• r1•.,1 ryt .f �r t f , .a r .Y. •l, �i, .',. r lq "( �:k. � tt]j,° ."` !-. t z .,{ , ,. .<l.,r!$y`. .;_#,; a ,r. ti ✓.. �+. y ;;��.�1,. A4 �tf .ya�,r "y. { ,. .,-r.l�t`t.t�V�rC t }.S�a� `�+' �:��`iJrfyFV(7'•t Sbi Ya '�Nr , � � i".��.Y,•7 � 9 �'� �'�tt:t.'�•N'!Y'l{1F7�,r l + t t r ( t. .•i `�±u','rjNI}' �}�,'�?�1`tj� }{F"fc y{''; pr.s. i y'y, }i37 �1't1�ts Tt'� 1 �}';1'SJhStR1�,^C.!4SLL "'r+P,i.t.#i:lfi`:::`' tY L "1.' :Ii 1'.} .3 h, f,f.1.44 tt,`Y MA', �y,:P•.:,.+t1'4 t.Y �r"t. tt^� �n,,.,S'..;� �a '1'St7. .;,y �t i d< Y., a }} ,t 1. �,: !:, S!..+•r� � �'�• fP. +"� "' •� s � .��f. i�,9�,t�'-Aa'tt 17�i�hvf,stjl;,t.r�,1t .r f:��1 1 �.�. :,s 1 ,�1. , � t ,t 't � ��.➢ 5..}Y.•ISi.�..,f..e�,s��,� 44'' ' #yy,1 xla X :t �t,9r'r, ry .t.. .'�..' r; �;� ), ��+ r t :,rr ,t ��;�r�;s11�3 ,�tTa:+'J1�:�a;§,.•.�S •; � �°. .5 }I �,ri;14,e,.t+�.i tr, 'i 1' l.:r a, s•,., t+s .t=1 .q kt ✓-a.t'� sA�,$,� ,}',4+ t hle tr.l>%47},t,�;1,;,K.3 F s.'i s. i.�•� r.` !i; iy.yy��F;, �:'i;1�7''4°,f'r5;�r�1�k/F:3+lt�;�31;, e `43't '•tt > ,t,i i,Y +t��.,sk 1'� r'1} t�it. iS;, c h,�{M1 `§ot�f�'ri;+tr f.� 'ia+'r}'. •T i +r i t. r.:`.',t ( +L I ,; Y 1 '+i tl}4 1 s+'99+ .(.e` �"�'.�� fi i ,•�`^ �!��",-"t�•Sp,,i ,;r<f�t'xr,: ,�$tl"S,• o;`,.,Y.,( t , P i t.. ,r: .r nr.L�f i;�ti,.1.5,t:��h'��,�.fal. `•'t� t �+�.��{tfi};r�T'v i,-t �[�J' E1�a�rt�t gy,l ,l � t ._: ': •.. l�;i'.�1 '�,hui��t i"1"."a..tY§��:.,!"b'#.>.:Wr�Eol yt�rise�a'r`�r�:Y+mldfsa.>w,ai..e.:.i,,..t....:.,. .,.,,., ;...,.: ...ia;i:.t;LSft..n5e:.';c.d;>�„5;�,i.'�.crr �y n •r. If the Contractor or surety, within a period of 10 days after such notice, does not proceed in accordance .J.t; therewith, then the owner will, upon written notification from the Engineer of the facts of such delay, ��<t� •?.;;t}� s�... neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the contract, to take the prosecution of the work out of the hands of the Contractor. They,,1GL't, owner may appropriate or use any or all materials and equipment that have been mobilized for use in the i; rti+; work and are acceptable and may enter into an agreement for the completion of said contract according to • qN. the terms and provisions thereof, or use such other methods as in the opinion of the Engineer will ber.�'': required for the completion of said contract in an acceptable manner. � `""''`i'``'_ r!+t 'Fj�iG+•+1?f3' ^Y�``h'.nd+;'j'"-., All costs and charges incurred b the owner, together with the cost of completing the work underN �, ,r' g y g P g ,t�k ��.. contract, will be deducted from an monies due or which may become due the Contractor. If such ,:` i ' y y r 1 fA,. expense exceeds the sum which would have been payable under the contract, then the Contractor and the excess. surety shall be liable and shall pay to the owner the amount of such � , �•��,��4,,,��,.,..r 8040 TERMINATION FOR NATIONAL EMERGENCIES. The owner shall terminate the contract or portion thereof by written notice when the Contractor is prevented from proceeding with the construction 01t contract-as a direct result of an Executive Order of the President with respect to the prosecution of war or in the interest of national defense. When the contract, or any portion thereof, is terminated before completion of all items of work in the ,J,,,i contract, payment will be made for the actual number of units or items of work completed at the contract 'k }'�W" ' a.' ,,A : price or as mutually agreed for items of work partially completed or not started. No claims or loss of d x anticipated profits shall be considered. ; F4 � >:...ra ,: iii;.%>x�i;�`',••.:;,;;,:,', Reimbursement for organization of the work, and other overhead expenses, (when not otherwise included 5 +•, '. in the contract) and moving equipment and materials to and from the job will be considered, the intent r.r. being that an equitable settlement will be made with the Contractor. r; FNS. .c, +., Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in 42 u the work shall at the option of the Contractor, be purchased from the Contractor at actual cost as shown ' s} by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer. S � ° Termination of the contract or a portion thereof shall neither relieve the Contractor of his/her i7 responsibilities for the completed work nor shall it relieve his/her surety of its obligation for and concerning any just claim arising out of the work performed. rTl .w�tC k. i 4 +t� T:\Y+JIiS l TtrIw1SPf:C51GEN_PkUV.dtk GP-30 �. J: t Ii SS; .f..; pr j y ist� rr^1� Y� 4tji :.1�5'�f� •t T, Y'r:4JCr 1 inh A4 f,Ka'4 aw C�'3yit1~xr}' .l,a 9f ;aYt .Tt7 } ,s ?dt}, .}Y '�hT 1, + s. �, tpi'"+ # ; �.:f , "ij�S 4��+wr2, �7p .t .}..,p,,, r} } ,�k .; .c, .^,z.r s• t' 'tt Jr rfw o f5, t „r ., zi Y' zt,.§ �' s + } ' ”" i4 ,ty'�.',r 's 1�.s� `Pr isr�';k, �'-;t r. + a .3 , yes.•1 r �s t a ',;t yyr"t 9a 'T�I�� A ,. •��r+, G� �z, r�+is � 4x,, �I,rt a...+Kdit ° ��.5 .� k �f,YY� , t +��t� �✓;f. �,� t��i ..t ,a"4 kE ;Alt- s t t .z p,, �r, f• }k Y ;`.,,e , .. t ,�,1, f Y x4} .�Y k9! u. r}L,•i z t i l' } 7x� ;��, <.tYY Y p I( r ,}I F�, ..k'a•,11-` t Y,c�•.f+ ; {?t 1 #S„ R• {: •tip F�;�'ykpc S` a s+;a. r f•� 4. t f,;i`J, i r t +. 4'.':'t ,4'a r, r t ��"'>�� tit.�i, y��G' a 0,X �, 7� r,< a '. Fr.Prt taS' rY(t•� wt, .'� �w f,�tf e.�Y �J'' ;r r -''iy'3' .� ." ti+'�. if'' aS�r >+*`.'�.v, 1-rt,; t�.�,,, y ft •}h J.:.: Jg,�r ,i;;§a:yv,..,,�'l ,,i t,-,?•;:'i,1'•,. t'r�� e o 4k" ,��'F'S�S.. •�.To{C.,.�ti,�$T.,..s�,3tr Jt�(;;fir.it1�'%i�+f i.,r'fS ,!n i1�,a•r r,�'t�;�!'r r"t t l.. X i.,..,a.;A� ��' �'iR%� ''',� 'F,.. . .� �':4� j, 4 �.. �', ro-0t�",,VV,,.b,r��t��+�''t9i< t,,x,,t a t 1 ;;}},'�stt; `r f �5 t <fi>•�.....a.,��y,-�p.tt.4r r', r,� ` �+� ss��" S'i�l'. dl�.v+z'+Sr h i,.,e�t.,,5l1`.•"r3�1s?t!3'f k,;;' .,C`r4 rY,etn Y:y'. i�sr; :..�,�1{',�r;�. :.r�)', .l tv ',r s t,i,i .�t i•. }�+,�y!�'.. ��il•.,a�1.ti =L•},.'u +r' ''�t .k. j,l'"C J.r,..4 y a� } 4 x F tp ,if •ri� k,:.'f,}r t d:'>f ''y .s ,?' t :f3 .t.a } a t rl. .t 7 �� .ta,, � j:.YSat ?" .fYrrya,�`., ta��{t,'h, .t�f'(; ,i•%Ir. f I G+ :l= j•},,�.;b,�:,t°7c". F r, q e i 3{4 f .� ^; i ..s;l�.�+' .r+' P ;°1'� ' S � fi �r. �rnf y,t.a a.rf'r t, `i;,!1:�. r a: :r' :;, � 'IY�d.,V?ti��:'? `i.: �l•,5.;uA.�'tr�, tali.1�wjs�{:,�a -� �i�.�4i t� '< d r` -91.t;{r,;'.'stt7r "' .r i 1..i :�/ .ti+..l , �'};: +`. �; ,>ar.{ z }itf.i,. ,4,r 1, .:'l alt i r/ 5 'r.. .. 4• t:hii. y4yl'-Ir .J ryK `�i� s V. �{''tu f`.{'qq)1.:T`1��,��''+.]X+''�..S''.(G1 rfd.F-i<t•..:5!S,{tr Y•f+S 1)k trd:a'j}h(,.�,.fr;1'l;=r1^.''k 6.*,u i's a}r,!i.,t•t.'.}1 rL,'!rf))�t r ,r} 1 7'.t' ti •.t t . .J#+�,'k,YY'�itir.f�,iF l�'l•,'1Vs<t+T'Yu�tT'„r�,dn°tii.:..{'jf M?SC^�i+,'X�',S M1{S O,r r}( f3f tt t 4 c Jy,5�',.'',•,r'y`i' `t;, p, x.•{.�I,�,t?,a�sr,M1�vp„� .t�,,, 's,10(�x .ryy ?t. r' .j' -i" 'i , •! x ` ,r•4:�.��'.a.h`,,.l�,�'a59*..,,:.Yr,,' , � air •Y.�;�.f(� ? r`,�t F 5j�s�<ktil:v<T,_E''1t.„.yt,,�:..r'.y+ / , f f ( `.o.f �1' .�'�,�'Y..�y*'y io�',Lj. `tf .t ,`f x'i�V:•1 a t rh tt;:�t�y}'�r..}r.,•.� S�S_{ 'f'kyd'` `'_ ,t,�'1� ,f c ,Yan` t1:t�{Jk Y�i�s�,�,,,,• ,.rE �3”t�yy$ ,d ^>,': 4• # �i�'�'{ty3�s t4 Yl..t.SrP '�?.St r! •f .J , Yt,;�i t f�4, ',•"`.'i �' a: ','*.y%J .?�;:! i }.' ,p r t''kr t r �t u 't ,1 5 (.fly C.�,te�1 y'K:.�k4°,y�"?i, ,{� ��,�7• � .,}��j��t xi'fi.t�t�ty4 41.{•'� 1. ..t.' .. .' la �. 1 t I:r ql t*r4r 1p. tyt4' sTi'7� j�f„ + } �a.t` �,i .. it r4J Y �5 �`i 4 JrXj. ' t�.�y aj S,lf��f K✓fiS�! Kbt�� ,5 C.$},rt{," I Jtif.,1. t � �i. Gt � ..1., t t, i tai"!•��lF�e{r}. l+�f e v � NUfINy.St` 2tLT,WHt�1MCtl kf.Lf6l FiM6'AMkHr.i,f.idvf,T;vF.ati»a,.v.».n•riw..,..«+..� ,..». .., ..,e,xr.^. t',6°hre:rt ,• +,.e,,......... ...............__•,...•.._.. ....................... tt tt vtf$S~1r �. a Al. SECTION 90 °,. '` '1'�<,`• : r.rx'Sy�tft ' MEASUREMENT AND PAYMENT t'YCrtS 90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be measured Y. , by the Engineer, or his/her authorized representatives, using United States Customary Units of �S Measurement or the International System of Units. ++ The method of measurement and computations to be used in determination of quantities of material �! �rp•y,' f,,:, : ;;t furnished and of work performed under the contract will be those methods generally recognized as art{?Ck.N 'tl;; conforming to good engineering practice. Unless otherwise specified, longitudinal measurements for area computations will be made horizontally, and no deductions will be made for individual fixtures (or leave-outs) having an area of 9 square feet 0.$ 'I square meter) or Tess. Unless otherwise specified, transverse measurements for area computations will bei,'`iesµ`.',' the neat dimensions shown on the plans or ordered in writing by the Engineer. srartjt ' Structures will be measured according to neat lines shown on the plans or as altered to fit field conditions. `.! Unless otherwise specified, all contract items which are measured by the linear foot such as,electrical ,,, ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or foundation upon which such items are placed. r r. In computing volumes of excavation the average end area method or other acceptable methods will be used. h The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of ' } 1 inches. �t#car fir% The term "ton will mean the short ton consisting of 2,000 pounds (907 kilograms) avoirdupois. All i materials which are measured or proportioned by weights shall be weighed on accurate, approved scales by competent, qualified personnel at locations designed by the Engineer. If material is shipped by rail, the car weight may be accepted provided that only the actual weight of material be paid for. However, car weights will not be acceptable for material to be passed through mixing plants. Trucks used to haul ,;;�4+;.�i•�'�i'�',�?`�• w�t. � material bein g P aid for by weight shall be weighed empty daily at such times as the Engineer directs, and ,;, i.'i•,�N.'=;, ;; each truck shall bear a plainly legible identification mark. Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and it,}�1l+.;lTKfNt,`r. t measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable � " '�; sr''' to the Engineer, provided that the body is of such shape that the actual contents may be readily and T `�y accurately determined. All vehicles shall be loaded to at least their water level capacity, and all loadsFc,{ ; s� shall be leveled when the vehicles arrive at the point of delivery. „ ,((.�,rj;; ; When requested b the Contractor and approved b the Engineer in writing, material specified to be '''; q Y PP Y g g P r' measured b the cubic and (cubic meter) may be weighed, and such weights will be converted to cubic 'J9 Y Y Y g � a g yards (cubic meters) for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the Engineer and shall be agreed to by theContractor before such .,ryF �y f e method of measurement of pay quantities is used. Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When measured by volume, " such volumes will be measured at 60 F (15 C) or will be corrected to the volume at 60 F (15 C) using 4, 17tstvf .� ti� 4.'�}f. ASTM D 1250 for asphalts or ASTM D 633 for tars. TAWA61%wpi,Sl'ECS%GGN_PROV.J,M GP-31 u: T 7 , f .+ 'q7, 'TI�MM*„r�!'-fiT;7<'.'J•�^S'^,`t!' 1:; T. "'..•«;'�,T�"'wK�MN;t4aaM�,�!.^"" i 'lW'^-- a„^'1"Thi"7 7, � t��"Styr. It 4:.F�wnT(t�'... ::1• w •.jt,.y�,1'�}"+v "z• irtG `t ' > .4' ti } ! v. .,.. S !� .ja ,'4 :!':f r ixit,,:,g X t,y,.,,:,l.k�„.� /'Rt'.itfV'„ art >[''[1 ,•. f n>y S{�S e `t. it':^ ..lt, .r,,,, ,t:F•.�,;xw,.`,f ('; fj •a�, Tj�"r. S '`V, {Y j t.}r,. t �i�,. t t i! t t ti,,; '.rT h r N 7 i. 4 r '?:y;",{ •(r,f a.Z'S7':. .1 ,h ,;J' t�,FLl.. � '`4 L ',+,t .`� ? {' 1 � '1 '±t,.n, J::, :u,'�� Sft Z4 �', 7t �°: 4`'!f• :a"}r'��t+��t ,r,;t ,, .y,r t. f. t`• .t t. � r, r 1 > 'x 'a,t 8 J S,.6 i ,�k,,','.:�}•�a+'hr .S1Jr1f r 9., l5r rf6 .y. -. ,,t 4 1 rs n tX �`,P' r t t:' .. ,^ .5• I, 3.y / ; .�'' a .�!", F }S. ,t`. 1.d$i lb,}� p, `j,{-,U i i !�J,•t��l�''z'+; 1.. A"1'4 r a,:R'4r •r}i<i�:,ru., 7' 7ti•�t!' 7.! .b: •,. r , '�,1 ,7 < k! :.t, 'S .,.is k.•,.'a s+:�4:4f t a7�,i' vi '�+•1��5 I'a�. 'I`';4. 5y J >:rr r.:ctt ,lvr'�, ;i ri�:. ,. t 4 ✓,a .p d `�,;4y: t� s ,.hFr�.T! aVv,N t° ,;t„r ,af.r,, k : { .,i,,,`rir, ;5.1 l ' i,. ttt 41 +�, $hi 1,,N,:•�i�� y' � ,i :.��s'z.. � .y.f;:};;ii,y tit r .r c' 22J r '?�' ,C t �t i �yy t it= �'�,.i,,vYk�. 3.;? ((��,.)) .!l .xJp., '�' ilk!'•{ �; �Y��.,,:�;5?'. 3fb�(�t.(:{t177•t..,,,, },a.,tG r�S 1 ,Y.t. f ,�'r .f•/�,. .'1)!t :.'te ?`',4 ! fl .'f', r :', 'C'. 7t.!� t 'll3j tr'� � }F�.�RY77,��'!^u.j}.V'.rnYfi•tif Y`T�`"•.`tFe�t"' +;AY' jj .qtr„'. +. tJ,'.{ .t,i.�,ti?�..t yy 11 S4. ,L j ,t. Y! .} .is '> t 1.',h,'.!i} <t,"� ,^fsy.3 r i'? '', ,sJ}e}!:• ,��`.. i�a'� i. .1 �. yi f' 7/: .J: 1•” 1 :{f y 4f,.".41,•*' } 1. S ,{� ) .T 1. .,l iSi'f-�t�,.�i. i�#,� '� �� iv`�..{if`J'iK'. � :rk�'��t.Y,fr,*,1..R�?.. ;t��:SP�� r { ;:t Xgx4.�. >t..iJ t. C t' ,. ; .k t' i � z w',i�: d r,Jr,�,.31r �fx" .�•,= +�• .l}�Y'''t} f. �q , tt�i.; :Jn�% j 4Y;?yc. t•"'Ta.'S;v t�g jl ..,. � :}�:{•. ,�5 y�r¢! $j',Sh�f�^,{,}4,' f S'�., { t'..:"!, ., t:.,: � .... '.: S �I ,.�'•:ltt t '4''. '1}p .477r<<!; ( ?��fsr..s'S rt��i}'� d�;lr; 6'.. A.;t.'i,-:�r^.'Y?•t. L v}'li.,�.k tjX4+15,,:14{'i S, 7- .:+ . . ,�„;rfi 4K r {,, ).. }'t..r k't3.,,F�i 1,t.t. f t { r r , rof xri��t��ff•'�'f(, L 4t'4 + 1 '•'•Lt ) ..`S i !.' , .a .8 'v '4 ay.Y S�°`p'Y �E'S'�'{�k,��1' Y Y r ° S „ , ` �r` r,, '� tp}�” �'i 1'755•^t ,,{a'� : 4.,,l ri 1.-v-1-A aw.vtii>•s.w,,...,,, Ikt�yr�b7,4��,y�•�?�� l I ..tat' Net certified scale weights or weights based on certified volumes in the case of rail shipments will be used as a basis of measurement, subject to correction when bituminous material has been lost from the car or the distributor, wasted, or otherwise not incorporated in the work. When bituminous materials are shipped by truck or transport, net certified weights by volume, subject to correction for loss or foaming, may be used for computing quantities. t Cement will be measured by the ton (kilogram) or hundredweight (kilogram). Timber will be measured b the thousand feet board measure (M.F.B.M.) actually incorporated in the y y ,� 4:a„ j ,,try;.•� JR structure. Measurement will be based on nominal widths and thicknesses and the extreme length of each >.� piece. err �:..•-s� ' The term "hump sum" when used as an item of payment will mean complete payment for the work 'h'', a described in the contract. F�'P+ .y •qwu-y, ,� a..p 75. U1, .;• When a complete structure or structural unit (in effect, 'lump sum 11 work) is specified as the unit of +. I ,1 measurement,the unit will be construed to include all necessary fittings and accessories. r�`r ;.`•q;a;•:r;t:;.: Rental of equipment will be measured by time in hours of actual working time and necessary,traveling time of the equipment within the limits of the work. Special equipment ordered by the Engineer in ,:;# 4N`7V5y4+c ;`;.,,,t•; connection with force account work will be measured as agreed in the change order or supplemental agreement authorizing such force account work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section. !-;}�: ` ';r ..,• :. When standard manufactured items are s p ecified such as fence, wire, p lates, rolled shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will . be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in i k , cited specifications, manufacturing tolerances established by the ;;r $Y,,' u4v•'y{ 't industries involved will be accepted. k £ tG�,F'l.,Y��S�tif'��q,J��34N'.l Scales for weighing materials which are required to be proportioned or measured and paid for by weight ``+1 4�� ` { shall be furnished, erected, and maintained by the Contractor, or be certified permanently installed ` commercial scales. i Scales shall be accurate within one-half percent of the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the inspector before beginning work 37yJffirh�Y >,,.1.+r and at such other times as requested. The intervals shall be uniform inspacing throughout the graduated ;r4r�~t.r�;�.xx,• ;�;;',sx or marked length of the beam or dial and shall not exceed one-tenth of 1 percent of the nominal rated capacity.of the scale, but not less than 1 pound 454 grams). The use of spring balances will not be ui'}r tw`<;^�'` p y P ( g ) P g `lsyj�nEt;•'t'`":rff; permitted. Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the inspectoraF't,�frsj ., can safely and conveniently view them. ` '`' = '.,;; �' f Scale installations shall have available ten standard 50-pound (2.3 kilogram) weights for testing' the 'x, ` weighing equipment or suitable weights and devices for other approved equipment. Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be installed k;:..:.•. and maintained with the platform level and rigid bulkheads at each end. ?> Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all 'rkt,: t'a r :. materials received subsequent to the last previous correct weighting-accuracy test will be reduced by the ! + ? `� ��•_a:F" y percentage of error in excess of one-half of 1 percent. sE� :' n ,) TAIAA15hwpc1.iPr.MGEN_PR0VA,c GP-32 ,} ,+ y.. ` t t, fi . Kfr y• +a:,"'v.ij:�ai, 3, ,o`k' i.}•,yy-,tl i .L: r`4i !' .rti'� '�;,. .e". „t»'.5'Ati.^�;.;.,.>r"r',''r•'"'rt!::X; r,s y1'1 't ',yi - .y.r:t 1iGt. j•t;•. r's„4i,h r, 'Cr��^4:et r}f i i�t(.�!l':i r:V�.n}F��i 4.y��#;r,".j{i a�is Sr�,.<1:?.$f�S'',s ia'�t<r'''•.`rb}Fi..;•ri4'Ss:,r.�`f�t�,,,ts.Y!f a,y.!)ny,,t�iti{ic/.,;'t l.,..�;{f'•i t.',r,,,:$'.�.�1C!:�y Xt,t 4 t��;1 1:},,;1�?:t l...7 r.1 t.f.,Epy.fii.'7.,.r.1..S r 1:..d:i,,ti�',, f'7t 1¢1}.. i p+: , i.0 i✓' .s r � 6!�^.ti:r'a �f.L..i,7.. ) s t , , 't�_t,r:. .tcr,t.,t{.3!:1,;y t4,1'1 j Fz,r N j jS.:�,',}.P.t(r yp<2;,s�1,.a(�'u t,,�t S!�'.r st;}�t,}ir;7c,t„.I J�t,.lqqS{{a n r)>1�,i j,S((��F.t.Y,1"ry�Z,.41.F S.r{i.4 h:S F yh'1h.tkt q',�1,E v,9�'r p ct�r.h,,i'}t t4jbµ 'i�rF ri.�+i''r f t Wa, M/�• f I?13,%'6 3 NF' L ��+^ 3�k r r ,. „}f Z Y• .r�`: ,1:.1 Jt ,} Y: 1t..� 3 . +.. v t Yr i t a' {t }.i.{Yr.dty`I'•�.�nt�,�:'?`4`r.1. ,Y�`.3,?.3!,t;,i�' t�>�•+t a .Yt R'. tX., •a',•, s' ). .a,,r,t ,s , 'i', !'. .34 jj i rt }:7i:s t3< r 1 �`l .” 'j i. 1 f ti pia l �� •>T7 k � � {��{�, 7. „t,�t. �' y+� rr ''�l�'t�,.. r�Jt,.,R+ .f�,tr,}• .,�, 3 ht � 'S ,', Y .„11 f',G ; 'r::4 r i y� �. ^i, .y.r tr � r�f f.. t' ,t. ��• ',�sii�f�.!i;�> �';f� `7�5�., 2 �!r r`j, , y xr , r � :F ! t7•r+ tt�'v,!tr jt7�c3f ce1 ! ::4kY` ' t } � .f"; .. - .t, t r rq;'•r sf �'•�'` .5>t� tt k�If�t6 rx i7t; n° {(�y'; .: at+ ,: ;', tr .. 't t`�`=.k, r yi# �rsJ .,L �q�Jr ;,atS w� � ir,'..'.•.�, ::,v v):rpkjl .� k,4�t..a.}.S!! E r.4 t •� .`' ! 5 '+'� tat. ('yt ('tz t•i.�'�t.�,}. ��L�`j`r'lY ,y),:��,4 4�1 (�lyi Al r - t: ~<,. ..n. :! ...n,,.aa0�i..,,,«............. .._ .,... .� .,..,.,. ,,...M..,..,.., ,,,. ».»„ :.. t 4 X• .. r.•�iwihHV'�+,WGYb1FtM1'+ir.U1RiYA,rtibiw,vu..,r.,+:�r.«W,..._...s.a,.,.«..».....,. ,.._.. ., .... .... ...,,......,. nr•,.r: ... _ ... s>,•..,a.....w «..3,.. ,w.t,.. ',.i{�:.,:+ibY,iWt�4, ! �,Jp�x'��'.('��y,t L� C�!•tt.'I In the event inspection reveals the scales have been ,`underweighing" (indicating less than correct weight), they shall be adjusted, and no additional payment to the Contractor will be allowed for materials previously weighed and recorded. All costs in connection with furnishing, Installing, certifying, testing, and maintaining scales; for furnishing check weights and scale house; and for all other items specified in this subsection, for the ` J weighing of materials for proportioning or payment, shall be included in the unit contract prices for the 't c\ various items of the project. When the estimated quantities for a specific portion of the work are designated as the pay quantities in the contract, they shall be the final quantities for which payment for such specific portion of the work will be lZ ;'M1' `s"•''$p}''.{ti''', l made, unless the dimensions of said portions of the work shown on the plans are revised by the Engineer. ' { If revised dimensions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the authorized changes in the dimensions. s 90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation provided foi- in :I the contract as full payment for furnishing all materials, for performing all work under the contract in a ;;' >;}+'=ss ;r:•'• Yrtx # complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising 1r :tr #rJr out of the nature of the work or the prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70. ` When the "basis of payment" subsection of a technical specification requires that the contract price(price :r t, bid) include compensation for certain work or material essential to the item, this same work or material } will not also be measured for payment under any other contract item which may appear elsewhere in the < contract, plans, or specifications. 90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of work vary ,•t ;:;,;( : ;': °`� -- •. from the quantities in the proposal, the Contractor shall accept as payment in full, so far as contract items are concerned, payment at the on final contract rice for the accepted quantities of work actually g P P q ` ,,';� �s;t':•:,.... P Y Y completed and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected { reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly � •'� t , "i from such alterations or indirectly from his/her unbalanced aocation of overhead and profit among the f hi /h bl d ll P g t, r ; �,, 0, N` t contract items, or from any other cause, 1� ° '- 90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titled OMITTED ITEMS of m r Section 40, the Engineer shall have the right to omit from the work (order nonperforance an contractY �' aia; " ' item, except major contract items, in the best interest of the owner. fl r, Should the Engineer omit or order nonperformance of a contract item or portion of such item from the kGF;JY: work, the Contractor shall accept payment in full at the contract ricer for an work actually completed `•�f'w%�`�r�� ,< �` J A n, P P Y P Y Y P Ix fR rr r+ ' (r':' and acceptable prior to the Engineer's order to omit or non perform such contract item. P P g P Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the , 'It..'t2 s rtyi,'t t,•41. Engineers order will be paid for at the actual cost to the Contractor and shall thereupon become the F :='��`�'KN-;,•,`' `..; � property of the owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all actual costs incurred for the purpose of performing the omitted contract item prior to the date of the Engineer's • ;1,, , �;�: order. Such additional costs incurred by the Contractor must be directly related to the deleted contract i'4R;;ca item and shall be supported by certified statements by the Contractor as to the nature the amount of such X3 w�' '. r�. 90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work, performed in accordance with the subsection titled EXTRA WORK of Section 40, will be paid for at the contract prices or agreed prices specified in the change order or supplemental agreement authorizing the extra work. If T.\xNN131\wkv:\tiPC•C51GEN_PROV.Jrw GP-33 t' ri# ., y _ •-•!..,n c>cay�. ..rw,•,.-....,......• .n i r i'•`z';r�,ns;r'Y.r�-;TM. x:�f.rr; "7.1. ,t.,,'t^.tr4-l„'. �. ,i +t= ��iti�,�k`-07. �� ..r,.+s-• , ^!, •r —tk q�e'wrRrav+wutm� t.. ,;5- 4 4 ,t:a..r. �F>t. 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S'i• {t. t+' s ,.�r ;'. .l,:i,r, `r d 's.,t r T}.,t;�Y.lz-->'.h. s ..Sxk�>,x+ fir..�. kS+ ' .•dry� r•, Yt. �, ;.4>� �l,t.^,, >,,,��t'= -.4 �`' r ',: ,t 'r ,,;,:.,,„t:<r,. ,.t>' .,f..� y�G” ;.�i' �1'�k” ii;..• i;.ir.,-r r�' , t S • .;,t ,r t, �'t'!/��i J`rF1'•{t�l n. , • �j (,t .t .. 4 4 V 4 Y1, 1Y�1',`,q t •e. . i{jttif ) �•Yf. ix�' � F'19y}��•npl...i•)r3'�'.f^'j� ' 3t f ` l ry t ! :i 1 �<Y' •7 ,t f S� «t^r � }::1;, ft ! r ',r �. 5.! '1 .r' t ,3( 4.,s1 1 .«t?.k ?S!� i;tr:'�,f��,x,.4q!:'�'F��• i I,::,s F't ri" J.7{t> :��r1t} ?�.°'w j � +t .. }• :.,t .}, t i..a,.,.1{ �.t �i,1 z rt,h.,:.a'Irlk�rd'`i��.n t.,�}y t f^�.,.�,;a r. Lr J.Ii's�•Kiift.'i,"!��rf sY xiy r�� r F.7,( ' cr,1�. }� �a.��T(1} i� �it5.� '�c �M,.�p' L•al ...dA„I.+aaU:•.w t,L S.:,c.:'....:f.....- ,. .. ,........._._ ..,..,.., 1 ... . .. .. _.. ,..•. ..,..,�.q.,r,w,2.4:.x✓,G.y' ��ra1`.t i1'"¢i�'M,�! }y?t'Y.'a,.14.",rnttla.t....«..N.a,_w..,......................,..,,...wH..w..y ?......,•�'.u.eti:!'W'l,J.h .2��kft� �7\'SJ��: r, tt <s 1t When the change order or supplemental agreement authorizing the extra work requires that it be done by force account, such force account shall be measured and paid for based on expended labor, equipment, :.,-'' and materials plus a negotiated and agreed upon allowance for overhead and profit. a. Miscellaneous. No additional allowance will be made for general superintendence, the use of .;� ,.E•„f,, ;t; rein provided. small tools, or other costs for which no specific allowance is he b, Comparison of Record. The Contractor and the Engineer shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor ` E and the Engineer or their duly authorized representatives. C. Statement. No payment will be made for work performed on a force account basis until the : ; ;;. ,x Contractor has furnished the Engineer with duplicate itemized statements of the cost of such force ,,• �t,, ;of��,'�J�, account work detailed as follows: ' °' 1 rri�d'^5��;�•1i;'r�l (1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and ,M,,'•,,::, Nl� �,yea�;�;+:"��•:-!::', foreman. Ak'Yn}i ':,r;� tst ,I l (2) Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment. E 1 ,•:.4 (3) Quantities of materials, prices, and extensions. �� t, (4) Transportation of materials. - ",'°t''`. ''_h,,x',• 5 Cost of property damage, liability and workman's compensation insurance premiums, L.>,,'r{t• ' f` unemployment insurance contributions, and social security tax. z�r ,;M><, , ,?• Statements shall be accompanied and supported b ``"� p pp y a receipted invoice for all materials used and ,,,�,, ", 3fii� ., transportation charges. However, if materials used on the force account work are not specifically 4w, "� "' purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the c:_ Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the RN Vki 1., quantity claimed was actually used, and that the price and transportation claimed represent the actual cost Lx,? '',. <{ a�?. to the Contractor. . { r:? ` rn 90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the worksr; P Y .� dot r�ii ti• , progresses. Said payments will be based upon estimates prepared by the Engineer of the value of thezj :; Y anzY work performed and materials complete in place in accordance with the contract, plans, and t f. ;�, ;t, ' 1 specifications. Such partial payments may also include the delivered actual cost of those materials $ stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND ,4 of this section. i.j�.r� J�„r��• •.. ''��{'t. ,sir ° No partial payment will be made when the amount due the Contractor since the last estimate amounts to '. e less than five hundred dollars. From the total of the amount determined to be payable oil a partial payment, 10 percent of such total amount will be deducted and retained by the owner until the final payment is made, except as may be trt, provided (at the Contractor's option) in the subsection titled PAYMENT OF WITHHELD FUNDS of this section.The balance (90 percent) of the amount payable, less all previous payments, shall be certified for t� payment. Should the Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted. When not less than 95 percent of the work has been completed the Engineer may, at his/her discretion and m with the consent of the surety, prepare an estimate from which will be retained an amount not less than t , ;} twice the contract value or estimated cost, whichever is greater, of the work remaining to be done. The ,}a remainder, less all previous payments and deductions, will then be certified for payment to the Contractor. ��T 1 i }7 T:\'l NISI\wit,Si'L'C5\GGN_pROV.Jrw GP-34 , '1 J .S Cf t '•'Y1!.P•�M.M�'r'4ATl IRIYMNMrf.IWIAYIIWpN1{'MiW4`MIMi..FY+�F1'ww^ `••• q"^w„n'ORVI I.'.�1. t f '�'t• 55 "�y�` /. i *s?fir•:,G7- itt'y1�' ! y 1w r, el i .r'. i ,ft:,3; ', �y „ 1 S t .lr. F S 3 t :�, t l,�Ih: •hE^!�`i ij#..'j}s i;:�i}S rt�r, "•i'`"..r•�,. }ip"y�.'. �,,J�J,1y«I�!,•'v 1 .FitY.'.\.ati. 4t'' �t�an,tr,,)'..,rx , =Jx {., k: 1rS:.tY t� • w y. } 1 N>, a•..`xt I � 'Yr� o .,,,,�P,�F.;i},t�71,*.f, .i,.Et'.1,�. ;s,,.�,. .dY, l,J; •.)t,,',e, 1' r' .t, .1 1� {�` ,t,' 'tx;,•"�'`.4r+',. � .t`i�a'3}'t�' 7 A�is�;}4�fif, ,�,;{��.�,,'•>nrkt. �. _. ,..,.�{. ' 1. i�'�w�'r ty�:i'•ift� r yz Yi.' r9'.'It 'ry ,'T� :`tta a,'.,� ., I t 1,.4�:t ,a! r .},.. 7..,•i„'.w >!,`t.y ��d h�5°+ J t '{v.+�,,t.,.v(,,j 17 �s' ' r' r �a�`�'�'(L�te"''t>,';f0ytiljtvY� # ;�� a><Fk;rsr.�rl. ^.ti;l.t::,,t.4-�f�; .i :ys •`,:1.F. � ! t{� � .J�'i F "y s 'y :i 7 , :.;.r..Ir 1 1 , It , , ( !. '7� `-Y t.•. tr, fi.y 7 Z:4 ,tt .1 ' lt27+�l�+':'� `��' 9hvvr 1 k• 'S. .xsl`,fid1':s,' xk:s� �.' .? .(.4 r ; .n �t 14 '+ t:,,t + .�i.' ( •rl 1'• 7 �.l {, •ri 1;. s.t �. •t.:1ki.;j'�''L :r y}Mt',1'ett7j j ;.Y x. ,�,, 'r3_''��r":r. F ..�.t,�.��p.t�ir .t: ,F t ( t' t`1 i .yi+• t=' ( F�r/• ..7 r .t t 1 `'` r ti }. t t' rr � «. Tt,� k.;•l tttx�:�.ut��i,��Z�. '�+a, r1.yai.tt,1 r.. r��t. 't' ,,i t :1: i .r .•t i .t-.;�� " f 1. - ' .' ,. .. ..,11 ft !� {..�t,,J} y 1�! �J ��+sYS2t 14'd7�, , !! ' t•. . sr' k ....qty ' & iv, Y i ,i +I 'a Ry4"•,f7� oilt.- � 1 rya. ;:•�; ,', o {n.I c'#c:+.'r r ,.{��: 'C.f,. .,I'sT y,JVi. F 'S!f r r . ,. - ,. .< Y ,''tS ° .'{.� i�� -?f'Y's ti1`FV`rct �,'s>,•-.�¢¢, .Y f .K t I $ {,, L 'Y'9iv1"' ''II N'�•. t ; 'S 'rr _ ts 9 )K4 he s.'. ltt'f:i.i.ls� r •. jjlr'fti+'�iF k{a it}' 1i yir "i r, aM. fh .y'r r+«�i., , „f ar ' t! iFi) '� '„, t,'ft i�u i,, *' .'?,}Y •fi. :u AYuvx+6`,14"tbmswnxaww, v .«�,rM nt� wl.l4,H1 ad1� tl,, &lir Q, f,Ot_ +xr:..r.. ,, .. .1 :ems .r.arau ..evuJ wi w�arw4t,, ,. iIH'g�•�q �7'9i It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved change , " orders or supplemental agreements, except when such excess quantities have been determined by the Engineer to be a part of the final quantity for the item of work in question, j.i ,-'; f No partial payment shall bind the owner to the acceptance of any materials or work in place as to quality or quantity, All partial payments are subject to correction at the time of final payment as provided in the t subsection titled ACCEPTANCE AND FINAL PAYMENT of this section. 90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent of the ,f delivered cost of materials to be incorporated in the work, provided that such materials meet the ! requirements of the contract, plans, and specifications and are delivered to acceptable sites on the airport i{•x ) property or at other sites in the vicinity that are acceptable to the owner. Such ! 1jtic yid. delivered costs of stored or stockpiled materials may be included in the next partial payment after the �} following conditions are met: fx�tutr a. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on any{ �+`sj11iitti.. approved site. 'y b. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of :rt6t f •r such stored or stockpiled materials. ,41,Z :1 c. The Contractor has furnished the Engineer with satisfactory evidence that the material and M. transportation costs have been paid. �;`�1•`t°� 'h{` d. The Contractor has furnished the owner legal title (free of liens or encumbrances of any kind) to ' the material so stored or . stock iled "'r` t` l{r I+III P � r fib 1 S•y�, . e. The Contractor has furnished the owner evidence that the material so stored or stockpiled is ?t«,' ' insured against loss by damage to or disappearance of such materials at anytime prior to use in the work. °`t^''''{ f .:''' It is understood and agreed that the transfer of title and the owners payment for such stored or stockpiled •�r ;,•f�, ��t��. ,{ I materials shall in no way relieve the Contractor of his/her responsibility for furnishing and placing suchictir;«'s',''jr° materials in accordance with the requirements of the contract,plans,and specifications. o In no case will the amount of partial payments for materials on hand exceed the contract rice fo►• such ,. .' •,..• P P Y P materials or the contract price for the contract item in which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in `' %� accordance with the provisions of this subsection. F•�i . �� "�_ ." 47, .b ' 90-08 PAYMENT OF WITHHELD FUNDS. At the Contractors option, he/she may request that the owner accept ►n lieu of the 10 percent retaina a on partial payments described in the subsection titled PARTIAL PAYMENTS of this section) the Contractors deposits in escrow under the following conditions. +49 a. The Contractor shall bear all expenses of establishing and maintaining an escrow account and !' }'t escrow agreement acceptable to the owner. `,+•} 04 b. The Contractor shall deposit to and maintain in such escrow only those securities or bank certificates of deposit as are acceptable to the owner and having a value not less than the 10 percent nh} retaina e that would otherwise be withheld from partial payment. T*M `'; r:�rrxrsi�"•r�srecsc�y_rsay.a,k GP-35 x'i�r 1'"�.s�`!�j.,'�•.w°s s T:�.'4F;,{t:T i��,}`1.'�tL,��`',..:Y��t;�z�vi,:�„;a,'C yqar,F',•r'>l.X...;t?rra'o.?>�.A\cc"F i b„.�r r?�,'�;'�,3+v.-Y r'Y r.,.s-,7�,.i,>;a.7r m'd}ey.-n.r,t�fi',�j`(,E�.h'b t�4.'rr t'yh•:f Y.'r.'�.r'f,.•.,'Y:,4}ai�t i{k�,r i''l•a r l,F':t.y F!`li.7..',-y,�s,,.�r'y r ri(5�i,'r',,T:rs{,?.�.i;.rtrt':lr".1'..ir'-rj ff ty 7 r"r`'5 I a.r f r,r..'s 6.ls.rFl—,�;1F,xJf.i�.;�k l:.�`p`4�s.�"yri•...i�.(,?.�r,:Yk„�.Y,.tf yy.r v,,i!..e N a.t r�,.,,'t twt,,'..r t.ry i1.:+t,i;�;:•1'1!t rr,t f;.,t.”t.i'5..,r.S•.'!f;y'f r�}_1;. z F t+I 4'ys}�'F 1„'r.'`.t l y�.��,..ss1.a.{k,l,a-1T f Mtii.;f}',e r.:S',J 1}+�,.s'.s„i r,..i.,t1{„,''ilf..t'r'{.:!i' f t,t+t t,t{.'':-r�i I roi�,i+'.^.!..S...1;,'y�.C t t.,i•F...`t l! dR.;.y rf l i r”'?s t's I..ts.i1 y,'�r t 4 t.i i4','xtrtt^-.',f;'t`.z"::,1}'S.nr i..';r�d q M>i y}'rT,,.r.'�..5,#r,.t,-:':4,t::.'t(js.-s SJ r'.�rnl.i,�.l,„,r+,.tr„%at+i,I,zi,<r;air'i>�•l,,.Y''-'f:t{��di�+4�Y"rrd;i.;�f's l..;,,",.l:.,i,i,•.4^!-.f,tT 1 Lr.'.c.¢3r t;n 7,4+.;a._{,•i ilfi�,.,t Fy.FS r i?.'.,k.i:�i.i_.,1.1,„1j•1,'s.,,!7H�4i':.:Trt fY',.��t_>.;:{x,Y r q".'.,,'qfr:;1 d.„tyy't'�^+a•:.;y i.0 ea F.Iy gg'.:,dlS�ry,+..f.t N,5r../,>"��."-:�R,'�.d�t.it'(¢'A�r!:j.•��`';,4w,l+,C,6 F:.'JC+8'+S';l�}1 qj:X4`...�,ri f-,:s ��nn,v+,�rrl•>3,•'}}.s r,''.'X�s�{'3�'..4 i t,k F�k''}'�,`t,k'y3.'';�:'"�'C:i•..sa v tc�`r..�v4,#•;.j aar.�i•f.''rr�•s.1 f y,++l.�d 1 i,'•r,�}.�1iJa•»i .• .`r• w r� M y5r � 2r''•:.. r.,t' i , 'r 7. „< '•www,f KtlM ^ 1 A- I r ,t a 0 A „ kt.i } :t gl. 'IN4„ 3`' . 1'': ”'"' y,� ^r�%��aK,� F;�,vtft�y�"'r�1;+s.,t�rc�:� r r� v f' t :.6r.t `t .ti r r .s::t of{ ,' ',';T'.t",s,•':ry r,`i's'z,,.i.. t'ts�,.;y.ii c, 't i �.j};�� ;S� �. ,- G.,'1',?�.v�xr�s •-�,VC..y; .•,`� ,� d.i.1,�7 J,' .C.{"'+. t, .;I t, ^4r .�i, r 4 } .t,...::t i T'afY:. ,,tt.Y,ia•i�,. 'r:«r. ryt... ':N �� E ,�r r rs� %:X,` y�� Z-r, t.. f 7: F.. { .7- 1"` ,r. .t".'.'i ,y� f t., rF. F�•„p"t,:L.fr., �r+k trl.., ,�'( y F 1 11 „r: xl,.,. •,7 ;.U"�R d.Frt p• t ',,4 r., s t: I i i ' } R+" ,`3 vs r, a 't• ,t. h�' ':^t '�f`% fs'� flyR v,:. i,l•:•r .rt - • a. r 'k� ' ' ..,,K ,.. Y .i .f.' .ft .f �+ r. ':, •1�' u i,+�. 5 ff 1�,,,t ,,,..5�t, .,?,?r �^,� S 1 d.� � fi', ''� ,��$t,",o` t .•c',�f.#rtt'Y `4.'-,r .ICr. �'�Ar�; .t ii'. i.+r '.te. Y'r' "ai. s 2..• ef' I'. ':r t;:.rl�iSy.'�:�til.ryrS +S..YIr�u�k'F4.r:r'?t{F..r�[!?J,t�C�thr+�" �{�r .r. t.., r ski,:_r 'r K .r• .. h s., i I ,..� c}hy.{r rr+4 , �F > ,',: .f rt r;• f. t IEF r3 t It VV ..!„1 4,,.;v.xt ,,.1, ild'?t�'x yx r •n r.i.,t,•6 14 } r' .F ''..>:. ..t. i,r ,,a Y u Vv�Y•4 , r ^ycr { �� t ,tt ni.v,5.a'e. •z, ,ty, (. s,r '✓•, 7��li v1� '�4 1i.AS�t: V � . .., 1. .: ,.:�:�� `"�� .�> + j�' ,t.": 1� � ,'tYG 5 v.t. ice_ i 7 1 •ft}1 f¢tU,'At.<r (5. yt' , j )kn. st� { r ,.afyr, t �,.�•'t t f � t i €'st ,t - .L .�,5., t t <;ti .r+' :inl`ia^ 1yp>✓+�: ,•l+i'�q;�'t.V..FSi ,�,i,�,�v'n 4i,ci{.;..l�il•y�}r1 r +• •f(. 7�� .s:5?1.�{ 7,k�t; t� k;l� �`!f•',tki�, j{ .T/ry P i t "ti t, 't}.,.....; t v } f 4l f x r V, ri t7f 7rtX 6t•+>�j',y ftHY'M,.`t'�+i�y'"�•'t f'S ,s�.,�y, ,k`+ :i't•,1 V+,( 1"�};):'✓,,,i,�rr..lc M;.,,� ., c .. i .f s 1. 5 r.• {f lti Y'''n,''t sSE'+. 'Jt°C 1Y , °;SYJ: 17rw1 bJ sl },=l r a' 3 y ..3 a 4 +•:. t e k t�f� �� + � 1t5� i>)i•1 d!t. t'.. ,} r s ` ;. a t ... x,. t1 � t ¢�,,'��7:,� vkli,'�r 1 ...:'• # F ri v s.,.Si ,ai;',rS 1}tg�to :"rt. :pitw:....t.,.,,:...ti,...,,,,.:... ... ..ia.........,+.,-....a.rsJdrra'ti�+w4'k?�.-MCI.A'!d>'?4h?x!1�fW�dZd''.1+:`. }'.!.t,v,clta,a�re....,, ...,... , .... , ! ..- ......•............,.,..,,.,w.,....a..t...:t.a,..... 'ixY�39 �1yf,1i �3 `'; jr'.�' '1''fsl` 9 fi c. The Contractor shall enter into an escrow agreement satisfactory to the owner. Ll d. The Contractor shall obtain the written consent of the surety to such agreement. T 4.4,.:, t t=,, r 90-09 ACCEPTANCE AND FINAL, PAYMENT. When the contract work has been accepted in accordance with the requirements of the subsection titled FINAL ACCEPTANCE of Section 50, the �...� -+ Engineer will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Engineer's final estimate or advise the Engineer of his/her objections to the final estimate which are based on disputes in measurements or computations of the final quantities to be paid under the contract as amended by change order or supplemental agreement. The Contractor and the Engineer shall 4 �:., � .i'. 'Y resolve all disputes (if any) in the measurement and computation of final quantities to be paid within 30 ; ��;,.�:�' ; :s�t,�' calendar days of the Contractors receipt of the Engineer's final estimate. If, after such 30-day P eriod, a ., tf dispute still exists, the Contractor may approve the Engineer's estimate under protest of the quantities in dispute, and such disputed quantities shall be considered by the owner as a claim in accordance with the s, subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. `lri;fit' ��3ti"Ig ti vtx9�"ti After the Contractor has approved, or approved under protest, the Engineer's final estimate, final payment LN ,/�a'' will be.,processed based on the entire sum, or the undisputed sum in case of approval under protest, determined to be due the Contractor less all previous payments and all amounts to be deducted under the s, �`' ' �F;fj-;IT'. provisions of the contract. All prior partial estimates and payments shall be subject to correction in the 4'2 final estimate and payment. If the Contractor has filed a claim for additional compensation under the provisions of the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this subsection, such claims will be considered by the owner in accordance with local laws or ordinances. Upon final adjudication of such claims, any additional payment determined to be due the Contractor will � ik?' 's.t�:"nl•S�q;A�tF�1�'tiH:;^Viii be paid pursuant to a supplemental final estimate. y� �";a' =.•,; !Iac� '?,i,.,: 1 �"!�Mkt, �';+�i•i,';,<I SECTION 100 ni yy�tr4!(�Yij,f. rt CONTRACTOR QUALITY CONTROL PROGRAM t' " "°A i 100-01 GENERAL. When the specifications require a Contractor Quality Control Program, the ` Contractor shall establish, provide, and maintain an effective Quality Control Program that details the methods and procedures that will be taken to assure that all materials and completed construction, required by this Contract, conform to contract plans, technical specifications and other requirements, whether- -manufactured by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and certain minimum requirements are specified herein and elsewhere in the contract technical specifications, the Contractor shall assume full responsibility for accomplishing the stated purpose. The intent of this section is to enable the Contractor to establish a necessary level of control that will: a. Adequately provide for the production of acceptable quality materials. � ••x-rye' b. Provide sufficient information to assure both the Contractor and the Engineer that the specification requirements can be met. c. Allow the Contractor as much latitude as possible to develop his or her own standard of control. The Contractor shall be prepared to discuss and present, at the preconstruction conference, his/her understanding of the quality control requirements. The Contractor shall not begin any construction or } production of materials to be incorporated into the completed work until the Quality Control Program has been reviewed by the Engineer. No partial payment will be made for materials subject to specific quality control requirements until the Quality Control Program has been reviewed. ' { 7dY+N 1511wp.4SPrCS%GL•N-PRO V.J,k GP-36 l vt•.o,.'--..•rz••-,r...r•r,.-rr :(,rx >+rNYt ',P, +MV+,fi+"`a"'°"' °s 4 , i t °"'"'.°'"' v."T""�•�7'^^'"�"`7^ (5. t .+ a' �S+a�?`lj�,4'>;,ar(7$^'r, ,!{PYhY}tZ�f'•P .YYc�, r'� ..t�� i tt ,t ( , .). S t <'!4.i.f 551..nn 6 Y, �•:r i'iti ±(' l � f .;1 ttf t. .h;,S � L. 1 t ( i` r.s � : C '� 'i'. s:.t r � 1 i ,��}yar.•4'.jl r 1' C � ; �'1'ir�i'''.�fiitr�` k ;tl�,� t( i,r�t r 3` , 1 t xi,t ,#t 1 ! rt d C' 't? t r tt X,•Ht. yk v.k i� r? "}`a.u ,'4 f.�t,.r� t1i t.,(�ti sr�,5 ti �, y` d�r}.f' l.y 1r�}fst`�t1: Pys4t•�,PF.�rt .;Y �7 'T!ar .4 ,ff�v t S .'ft.r f r.. rr_ 4', lrr`tt t 3W�' t.Y. i;��y Ii„ k+it i , ,4 i' .r v1 ,f;c S t1 } ry(• t7 t}3 +t4{,k Grp:1t'.2S'�c� 1( l,S"i `, # L l� (:.i+1,Yk�ds fL'ft{'v°y(�l,r},�St k✓�...�.F,11f R f ..:J. 'f ... it �' r !. S,+a F X � r + ( 91 r t ,1.7.�a��`r• C r r r. wiy r.1 I ,(�S + h -'r ski'rr'479 f'fl'f��f��1' �fSt :i'S '.r IF; L ,. ,ry'fj, v •�Y f r tlj. { . t Y r`yY�zAh�r�,+.�r 'v�,ti �,s fi i}11^ ;, i !' s { 'r�t► 1{ +,ri f�.L F �'Jtisi"""��%,TK�5��"'`.,}. k�%>� `i,�.u},xti+'.,:• 1:'f';,'r.n .",lr�,t,,:;::,ti's .t r r �' t' e } y,s%'. �d. `��{•:t=S=a�K•a�!.�c ',rt}'ipt',��.y� �4;�'+. r�.y�ry,YFl;:�i>�rF lt•��'!; .r,r, , t+. 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Y� �+�, • F?rrl i�>+L t j e}��1 1.i 1 t`, r }.. r '� �3..�if}�;y'F.>; �t. ,} ,S .Y- iy��y,�l S t�,A•-,11yy�r z. \j v y5 `z q ,,�� .i ..,. z t iE t.,, s� str��F {' '' .« (rh t ✓Y;�f, c �y i r ��fa io6a\�A+ilieS�Y�r'ilFMli�++�S::w.u,.;.;.1.,.s:.a;.:�_,......,,_.,. ..c.,.,..,...«w;w..xrtn.�,y ti+.urN,,..•n,ri�.++ms�•tt rtn++ � r•...,.....-... .. t._, .... .. .... .-.....,,. ..,_,»(,.,...�e. t � �1�,' t£�� ' .rP.,,».'?,v.t r ..,r.«.,.,...,.w.r,..whi.::,»•.d.Lr:..r..noai�i«...::lf..'�Y F+r 1i,+'` The quality control requirements contained in this section and elsewhere in the contract technical 4r specifications are in addition to and separate from the acceptance testing requirements. Acceptance testing requirements are the responsibility of the Engineer. 100-02 DESCRIPTION OF PROGRAM. t 4r Ft{ � a. General Descri tion. The Contractor shall establish a Quality Control Program to perform P Q Y g 1 inspection and testing of all items of work required by the technical specifications, including those ' performed by subcontractors. This Quality Control Program shall ensure conformance to applicable specifications and plans with respect to materials, workmanship, construction, finish, and functional n performance. The Quality Control Program shall be effective for control of all construction work performed under this Contract and shall specifically include surveillance and tests required by the technical specifications, in addition to other requirements of this section and any other activities deemed necessary by the Contractor to establish an effective level of quality controls b. Quality Control Program. The Contractor shall describe the Quality Control Program in a written document which shall be reviewed by the Engineer prior to the start of any production, construction, or off-site fabrication. The written Quality Control Program shall be submitted to the Engineer for review at least 5 calendar days before pre-construction meeting. E,4r. r,,,, •4,F The Quality Control Program shall be organized to address, as a minimum, the following items: 1,•(� y•`i r1Af11t1�-1't'SYJt,"` i:'.,. �.iii: ' � Yi* �,,f'x't-1•..Yar,,.,,; �1+`S a. Quality control organization; 3„ b. Project progress schedule; i ' r'YatL'x;,�i�p•�Y c. Submittals schedule; Tr; d. Inspection requirements; A'p '•i '4 e. Quality control testing plan; } f. Documentation of quality control activities; and i•wsw :� `iK,,,y g. Requirements for corrective action when quality control and/or acceptance criteria are not met. The Contractor is encouraged to add any additional elements to the Quality Control Program that he/she ,,`��Y��•• is deems necessary to adequately control all production and/or construction processes required by this }; t'xf, �0_' contract. 100-03 QUALITY CONTROL ORGANIZATION. The Contractors Quality Control Program shall be implemented by the establishment of a separate quality control organization. An organizational charts shall be developed to show all quality control personnel and how these personnel integrate with other management/production and constriction functions and personnel. ray, The organizational chart shall identify all quality control staff b name and function, and shall indicate s 'h the total staff required to implement all elements of the Quality Control Program, including inspection { x" +� ,•=a: '= and testing for each item of work. If necessary, different technicians can be utilized for specific r.= , inspection and testing functions for different items of work. If an outside organization or independent q ' �>' E testing laboratory is used for implementation of all or part of the Quality Control Program, the personnel assigned shall be subject to the qualification requirements of paragraph 100-03a and 100-03b. The organizational chart shall indicate which personnel are Contractor employees and which are provided by an outside organization. TAIM15 1\w \SPECS\GEN PNOV.dk y. '< py'` t i7•�q:iz rarc,.+- n,7. "'-'` ;ss,uw.�t+•+•. ,n ,,-.. r tt - ti t..$�S•[(t��,y„�y��Kj.v Y '"��"T f..4,1 F*a 2},,'�.,.',.t1s,'Asa,q."' �vir y�k.F•��!�G{,Y,,"#rCrf"�,�`[T'rd��ut�>.r•.r»tY{t.�.�✓..�3�i:+,'j r',S'r�i t)%.a;:v(F♦(c�+..y}�y�,l�.,��,{y:f 1.t 4�r.a Tr}r fU`?�s T•r!..4:'}t'�.K i.`'r'j r..y°/s+`�'��y,.,„:;?:9>,•.at.q,fi':A -t t.tSt r ,C<;•Vr r.�yw.,.•"; 't.i,,a}t_.t t.+'IS.,.yS�,.:<3,'r� ,.,.',1'4, f r{,:�. .�,r.P�'.'I'.1•r:,.'.t,tT.r h S;v1:r:.yhr�.t,•$±,:-v:.f;r 1a't�P 7 r..,;ry,r}}, A , x r,�,;i.yq,.lU�;,}ra�h i<�"1'`J,�>�,.,3!''�r�,,,t k r"?a 2 iL a�".:h-..'�;:wi�tf�"a;'.T":'"��kf��.f�x,}}�7 4'r 1*rl�?^q7,..t,t.{Y't,��•t"1u'+„t`(.-�11'"f}�.{y'.�n,'.'i t�":°f!.4,d4"y'�,�Y,�`.7��.'�.t?,.r 7 1�+'t+ rLJ�r`1 S.,1•�' .tr,1,t :b�.•t`a(. .,i .Vp`ll"'�:��}�C. 6 -:X•,•,fy�t.s.<�<nq v;' z .i. 't f',i. s .r•,. .n,' + :, .yl � r :,r: f :. .S': ';. 4,.r. ::iT �,.,�a t $" sr .ss 1 >�t� •#,`� ,ti:Y+i,�q.7sr,,�,t�..((st .:f �'gs7�ta„F,'�# i'.,+. �r ,tit,.. ;\i'. =�«gg`` •,.t.•' 77 > .,\., rre::,d?i ' '..t1a... t,tt• '?' '�r '.,��i;'S�ri�a1)41'•�:J.�'��,;,i'+tr'sT'�aiti� ,. ''`� f\ '��;RrLL:•7°s.,.. P }+t �,: 'r�:'1!,t.,,^A:: r '4 nw•I5w” i3.'1'`y,� wt.It .z },.: :(f'..1: j j ,r i x.•.) ,}s 4.f r..,,y4rz t,� f'�, y k �. ..�. ,A.'�¢r viSA ..x.4{4' ;!y t'!#� `,4,rrrs .}>. ,(;< .?t,.;,{f.j.. .g. r, .S 'JF),,(1.v..P->.1?�.„ riYr:v}.,.r 4t .r:�!;i tt.t.tf;.�.Y w' <byIL + Y t• rq�r.. .r J5�'�45.�„l yq,i"'•� {4 +,. ,,'�;°t7r;;t•"'�i`•`r:.si';.X 1>c.1Rr `�+e k . t' p .{.Lr4 l'v. x;w }r}�:lY 77 i,...r(;r ;.4.Y;•:,�,�•i,' ,;ti,:r f i:.,r. ,.,f.;N l.. :4(J} ••s,.R,' fY} .,NSF. Y.E.+;,f•,Y3. .}t, rN.t Y.'s} •tr .uF.i ,xi�u s{'i4rt�;\t•`�`\'iRxt;�er�i'.''y4'!�%vo�'•}'r�:l!'tn4, xc 'i. ,t, y 3 r y , r ,p�,yKj.P", t, e i"' �,. 5 r >.JtyJ' J1'7 �� d ��}}s �7:�R :.t t 7 - ti: ,r• 1, .Y + � i r� t �K. i. .t�' �Ktdr:`#'''` ,�..CIS Str�t�t`��":',;., '1'}j'{,'•��rr<nqi sty` ?Il..:s:�t i :r} s s i y c:.s', yt ,<:r ��.f :hya ,t}. , rk. `' `n' •;•;;�t:. � �,,r, f �ij ..�+c=N7. f4t1'7 ., fY ,if;•yi{w,i, r,r S ..i n' + ;'r.,� (� t s., t;q';i rtrlfu ,:,a{.5 �',{,'. n. <?�yr 'i .•sr: ',•,�,',. +"•s�,r1 ,'c } r.t ..�r,.l.;t., fip'•x •,lt� t�1Ha .tii� r# '.li�} R.S•Z��#!1✓tY t}4�/,(§�`�,c'ty},.41xt1'S,,��S�} { '�s .. . 71• � i.J 7 . . .' i. irr .1.j{ r .�}t`),}r i�"'K'r!p{e'r�`. to+M .� V� f F..yi `+`{ rr f .''..;.•.;6,`,.:. .. .. f.,}; �� (t' 1.5�:q�,';:i':. ; �;; 5 , 7 "{f Y i s ed r't.'.vl), r't't`r 7-t':�; ii7L'• ,a :{rJ ',�"..x .at 3 g'� i .,,�. e.v.+ .i 1' x ."f l i •t�4.,,6d.>y,. : •'�vt,,. �„4i(1�.��l�.F.� 7 .t Y! .f ��! 7 ., !e !. , JY+,'rh :z i.tti, t�I' % i /. i4'}� ,4' �lZ�dyt� ✓ rf45, $'t}of,'{.•r.S q:`r�;:Ay.. 'o .1y, r~ r t 7! 5 y. r14 x f. ; .+i�axv�,'.'d� +,t S,K,`"'r',f'�Y 4J'rt tt�z�M�'O`) 3.t i;.`�' ,t'. � �.i � ,;:1r.:7.L, it�}',}zlt.`fY, ,lu§',}v'°y'`s{ti� f ){''.. ; ...e!'3'!! , J:..S:7 �i.�Y-�r''tfr:(;`Fj'jA r'v`'rV'rt ,k '� ji,,+i . !.I'r { I ,„•� .j �Y,r s n�;N.:'rh'4:.;•� { 4 t r';f + L f .'y • ,:'r ,i`�.C 'tri;��kd�#,'y!','��uf�;�d't tt ...st i, ,:: . .. .. :: . ;i♦ ,,,1 { t t �y�' y 6;y„?�f${ ,h. ,�. ��' jr,', S' f.s.. i��`�T� itr ,4•' hfr��' _ t The quality control organization shall consist of the following minimum personnel` a. Program Administrator. The Program Administrator shall be a full-time employee of the '"'} Contractor, or a consultant engaged by the Contractor. The Program Administrator shall have a minimum of 5 years of experience in airport and/or highway construction and shall have had prior quality control art r experience on a project of comparable sire and scope as the contract..,, ", to t rirc�,';7 r�tAlh`tti1�; , Additional qualifications for the Program Administrator shall include at least I of the following „53 17, d'ta requirements: M u'r 'a '1'71tC:k'th.<'.' (1) Professional engineer with 1 year of airport paving experience acceptable to the Engineer' � ` ,(( � a,.';: (2) Engineer-in-training with 2 years of airport paving experience acceptable to the Engineer, ' {v�L�blt� yfytS)iAi Y (3) An individual with 3 years of highway and/or airport paving experience acceptable to the Engineer, with a Bachelor of Science Degree in Civil Engineering, Civil Engineering Technology or a w�y w srf a Construction. ' (Q) Construction materials technician certified at Level III b the National Institute for Certification o;ii`'ti wr1%;'!'r .z P .. Y k`:}},.� a n,�i; 1••�Py,�kl^ ti; in Engineering Technologies (NICET). (5) Highway materials technician certified at Level III by NICET. (6) Highway construction technician certified at Level III by NICET. (7) A NICET certified engineering technician in Civil Engineering Technology with 5 years o ff�sY;s � rx t highway and/or airport paving experience acceptable to the Engineer. The Program Administrator shall have full authority to institute any and all actions necessary for they1Y,17 successful implementation of the Quality Control Program to ensure compliance with the contract plans � i"� ?..)`'" A " '" and technical specifications. The Program Administrator shall report directly to a responsible officer of ;� `�Y pv the construction firm. The Program Administrator may supervise the Quality Control Program on more r3`l than one project provided that person can be at the job site within 2 hours after being notified of a ;a{ ;4 ?;r.� problem. b. Quality Control Technicians. A sufficient number of quality control technicians necessary to lrr; r ;� 4�gtVa �5t`{ adequately implement the Quality Control Program shall be provided. These personnel shall be either engineers, engineering technicians, or experienced craftsman with qualifications in the appropriate field equivalent to NICET Level II or higher construction materials technician or highway construction technician and shall have a minimum of 2 years of experience in their area of expertise. ;' ; •.� j,,;, The quality control technicians shall report directly to the Program Administrator and shall perform the following functions: (1) Inspection of all materials, construction, plant, and equipment for conformance to the technical1,. specifications,and as required by Section 100-06. Y (2) Performance of all quality control tests as required by the technical specifications and Section 100-07. ti> Certification at an equivalent level, by a state or nationally recognized organization will be acceptable in lieu of NICET certification. c. Staffing Levels, The Contractor shall provide sufficient qualified quality control personnel to monitor each work activity at all times. Where material is being produced in a plant for incorporation into the work, separate plant and field technicians shall be provided at each plant and field placement T.t'r>tis n"3,<ueCcsaEN_rKOV.ark GP-38 �yc r p,i,3f,a '2N,t,•v�F: •�,# 7+JY kKd,rr $,t ++.t, �; r�r it h � C ./ S t r t fr; .r ,.r 4f r+' 1 t» J� IL'i�'( .i'�1.+a 'i ,�", ,YrRf:,�th 1 iY 34�ry �)l;. y Fi 's 3t 4t.hv`��t } thy''.iiJ! T�'} t Jr , t 3J r. it a. r: , i pryii tiF +YjM1r i�i, �p' •rc•f. � ;�. V � F } i �:'u�`'d ,�� i.�,(Te{i k ;!. t i ? i i fx'r ,� J J; r, .rt 1f 1 it,; ��.@ 1 ,rJ�t•i•:'trt, wT., r.� E,r 4 n . ;k, j. i'x�5,1}.SJ•.i .'tn Y{Y .' t•1 •t ,;j rr 5 rz.i ',,,...,i�' t .y•„t,, y �, '��,.y A.b '�A,.,;a.iv;+'z.'"'r<Fr'.S{�"� Y 1.31 S, [ .s X l; 7 t,'•„�-Y 'rm + 1 f j?fr tl p 4 ,, 1 �'•;S � t�Ir.§r�t i tit L9 dY;a,4!,t t .+ l v ti E + t. S C^S 'E.•{, & }, tlK rx"k,a• 1. ?h�,a:3 �' , h, ;oy �1j"3S} i"ct „4�<<.t�,ax4�t•.w§'.�fi.�k+ie^t f4 i}�id"'i+ o.1�b 31 j.:.t Y 4h1 CY11��1Y.M1��,yrt:r;, ;J r S.:Szt f � �y' r��i}r�E„('X�'t;+n,.�,r�'};^7�5f}y'V t �! `l (.st ri,y^y' 9.yr,F.=4,,7•' .-n,);jSri{t°;,1:�}'f,. t t�:'4 ,S.J f}74, i'..W}f^,C,i<3,:, ;tM” i.� i,^ l`,w M • t. c{4'l :�E.Z� ii '�^ftri}YTjrr�....a ,�f5 i(r. {�,Y ,a t lr,; �.t�.iv.�.iU. „Ut �t C3):! t '�.is sr ,, Xt fj.t�}u.t�. •,t6'r�tt,��tst , ,''j �h✓r`F5 p3i� �.fl ('} i(r: t. IS ( is i 3" '„T t �s�i f i'7 r 1 s, r �t ( ', fi�� 4 to-�rJ�YF',µ.'$'Ai �f, 1� } - t S� I r• J ))q a ei �, b tx{* ' ;,.t'• ,:\ ;?} .,f.ty,�{x,�,+?a• S•1`{�°a,,;F ,, �.3tyyl: rj= .ri.rrf � 9�,y nr ,L, l e r 't :r'tt .�t'S i r�.t'•tlr,'2;v+•F�,k�rn�„��3`a:l:, �. W. T 1.55 y�,�5�f h 1r'' _ ,ia+.rYfrt. .ei ,.,.�.. ..,a..,,.yt.a» ...t...--. � ��C.•�l 1:�Ii�f (�''" .ire>im7N+:v)rtrt+ httr,w4��r.G:Sd«,......,r,,.�.d,� . ........r w ,,..,....,...........:..-...,.,...._........ ........•-r , .. ....,..._ .,... a ,,dd ' ! location. The scheduling and coordinating of all inspection and testing must match tine type and pace of work activity. The Quality Control Program shall state where different technicians will be required for different work elements. t ix f c + r V } 100-04 PROJECT PROGRESS SCHEDULE. The Contractor shall submit a coordinated construction schedule for all work activities, 'The schedule shall be prepared as a network diagram in Critical Path ,::' .,•}7 "I:.•;r 1,.. -. Method (GPM), PERT, or other format, or as otherwise specified in the contract. As a minimum, it shall ' provide information on the sequence of work activities, milestone dates, and activity duration. The Contractor shall maintain the work schedule cold provide an update and analysis of the progress ors;R :1 schedule on a twice monthly basis, or as otherwise specified in the contract. Submission of the work ,y yx rr •.. schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and i coordinating all work to comply with the requirements of the contract. 100-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all submittals (e.g., mix designs, material certifications) and shop drawings required by the technical specifications. The listing can be developed in a spreadsheet format and shall include: :•r- �'?°'�:�F°-'s` .� a. Sp ecification item number; ' b. Item description; '''`''�t`? c. Description of submittal "? d. Specification paragraph requiring submittal; and rrr. j e. Scheduled date of submittal. inspection functions shall be organized to 100-06 INSPECTION REQUIREMENTS. Quality control •5r.r Y tom'}• provide inspections for all definable features of work, as detailed below. All inspections shall be ,� at1`,.,`; documented by the Contractor as specified by Section 100-07. '" ,�,tY',k; Inspections shall be performed daily to ensure continuing compliance with contract requirements until ;�'.i;-��z completion of the particular feature of work. These shall include the following minimum requirements: ,'^ltrr< s' ;•., a. During plant operation for material production, quality control test results and periodic inspections shall be utilized to ensure the quality of aggregates and other mix components, and to adjust and control 3g e2Y r. 4'7tt: . ,.� mix proportioning to meet the approved mix design and other requirements of the technical specifications. All equipment utilized in proportioning and mixing shall be inspected to ensure its proper operating ' : #r ;Y ;,, ,. „t� J� f. condition. The Quality Control Program shall detail how these and other quality control functions will be r;;t=4r,iS.tAk# . accomplished and utilized. b. During field operations, quns ections shall be utilized to ality control test results and periodic i ensure the quality of all materials and workmanship. All equipment utilized in placing, finishing, and com actin shall be inspected to ensure its proper o eratin condition and to ensure that all such :l I g P P P , P g 'rrr '=l3 operations are in conformance to the technical specifications and are within the plan dimensions, lines, k ,�tl '';r?•' rades, and tolerances s ecified. The Program shall document how these and other quality control )4ry,i.,l,,•r;; ^ + functions will be accomplished and utilized. � } t $J+ 100-07 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control Program, the Contractor shall implement a quality control testing plan, as required by the technical specifications. The testing tan shall include the minimum tests and test frequencies required by each technical specification _,.. b p Item, as well as any additional quality control tests that the Contractor deems necessary to adequatelywt3.:,.,:_,, control production and/or construction processes. The testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the following: a. Specification item number (e.g. P-401 ` b. Item description (e.g., Plant Mix Bituminous Pavements); c. Test type(e.g., gradation, grade, asphalt content); , d. Test standard (e. ASTM or AASHTO test number, as applicable); �.g g., PP , e. Test frequency (e. as required b technical s ecifications or minimum frequency when t ` • }} _{, requirements are not stated); f. Responsibility (e.g., plant technician);and r g. Control requirements (e.g.,target, permissible deviations). T:NrNItIYw1wISPf:CSUiEN_PROV.515k GP-39 t: tea'....—•,-:r,^^ •:i� m'f'."T -'•°n'C' �>.�,f, 'v; •rx'�(',�',.,',:'1, y�1;-S' R j Fy.,r waA?> .r1£!.',k.."-o�'yiu`..c.,r?'_""y'5 cf 3'•fr:S,iz"..,.Y,}�,.'.'.,,,+......_n+.-.rr-;m5r,,`,-�;.E 4 rt•,_)_.r.r"`z: f �It\.�Y:'.!i; �t 1};Y' •'._1,.,r.•—•--,-,.-..-t-...+.,r.\*„t,v+'}'y,n,e l'4'r�'.Fv e',.2.'+.. +''•%))"t: �f 7 R. :�vr IrS�r J a,:r,'t.1.„�r�.:..�t°t�..S>,,�.{...wMrS,T.�,.�Zta.,,'o-4 1�v�f 7•i,qi,r{+,E t�,s y+k§�':1 a�YC)`F F j iI�/�,•4.+��4,.r}}^y'•YS°�i^-,'.��:.:�y�.,;!t'�tJt�z'l...'a�Y.",�3+(}7..�,•{( ^+•, ,�.,�,fr. 7"p,t ; '. 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'),..,..1 .\ !> 1 .,�,: ly,,J },� + •� � i ;.' y .5 11,l.,k r+tYrf. ,•.!l.$'wit A'"'-9 1'� ,r�'t:'r.� �k?`.}.9,`11 3��i¢ 1 ,r r�.=; ,.Y: ''+'•�if.f� .If71 r�, 1 P , f .r :7 t t . , .,4:+ )3!-•y t t��7 Sit ,�..,ztyy�,fc,,�, 7 �t �(�y .clad"'";'�z��%t c 1�+ J" -;n\ � 1„�,J,�..•,t .fir i� ; '.t .i i. .. %� f. .1,. :��.15`;3•u�s�5,'r..,r.,S{rJ` ryi ,pf, y ,� �� I f f t ) t .{,;,,,. .t, f}�q'�.1`t _6'"�4'�,lrk�” ,� f!�} � r"• .�x,•' +i. ... r' i ry�4 t Jr: r,{� 1itl. 4. '.`iz,.�)T�'f. .1. i f°z fa, ff Y , '`.. { t ,r r•Y z•?,1.,a �' t. •S i •1w a '.S L t r r t ' 7k �st f1 °' � .:r� t it u. ., r ysT ? '. ,.',;y ti 4,21 '` }' y�ft• �'i� t r<tp ;�;trF�z. r' r , {..' ri. '•,}! t o�'# { '+�.7>i F .�lFt� xp;�K 'k �a�J�E,'r'?i l .s,,< The testing plan shall contain a statistically-based procedure of random sampling for acquiring test samples in accordance with ASTM D 3665, The Engineer shall be provided the opportunity to witness quality control sampling and testing. All quality control test results shall be documented by the Contractor as required by Section 100-08, 100-08 DOCUMENTATION. The Contractor shall maintain current quality control records of all inspections and tests performed. 'These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of J inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken. These records must cover both conforming and defective or deficient features, and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records shall be furnished to the Engineer daily. The records shall cover all work placed subsequent to the previously furnished records and shall be verified and signed b the Contractors Program Administrator. '"{�;a,,,<; Specific Contractor quality control records required for the contract shall include, but are not necessaril limited.to the f ollowing records: y a. Daily Inspection Reports. Each Contractor quality control technician shall maintain a daily log of all inspections performed for both Contractor and subcontractor operations an a form acceptable to the t�>;r:�:'L''-i�- •!' Engineer. These technician's daily reports shall provide factual evidence that continuous quality control inspections have been performed and shall, as a minimum, include ��;,cI':•f,;. •, the following: ``'' Technical specification item number and description; ��-•t=ft...,Y',,,: i,i .: (2) Compliance with approved submittals; ,t`. (3) Proper storage of materials and equipment; (4) Proper operation of all equipment; (5) Adherence to plans and technical specifications; ;", (6) Review of quality control tests; and (7) Safety inspection. The daily inspection re port s shall identif y inspections conducted, results of inspections, location and nature of defects found causes for rejection, and remedial or corrective actions taken or proposed. The daily inspection reports shall be signed by (lie responsible quality control technician and the Programin` " ';" ' Administrator. The Engineer shall be provided at least one co of each daily '' g P copy y inspection report on the a ,r„ k�r'>+;•:��:�'e' work day following the day of record. 't` 1`r1`'',{'z'2�� kr b. Daily Test Reports. The Contractor shall be responsible for establishing a system that will record all quality control test results. Daily test reports shall document the following information: r �z�',t�tfit$F4 (1) Technical specification item number and description; 4;�;$" Test designation; _ �' ' `t} (3) Location (4) Date of test; { x' < (5) Control requirements; �,••k . ��" �,.,. . (6) Test results; t:> (7) Causes for rejection; tJ}' �,rfT•j ��,,,_ �, (8) Recommended remedial actions;and (9) Retests. Test results from each day's work period shall be submitted to the Engineer prior to the start of the next day's work period. When required by the technical specifications, the Contractor shall maintain statistical ''. quality control charts. The daily test reports shall be signed by the responsible quality control technician ' �.. k and the Program Administrator. r 100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall indicate the ft? appropriate action to be taken when a process is deemed, or believed, to be out of control (out of ter��. k •';;l,'. tolerance) and detail what action will be taken to bring the process into control. The requirements for corrective action shall include both general requirements for operation of the Quality Control Program as a whole, and for individual items of work contained in the technical specifications. t . •yk � isVlN1111N15f IiCS\GC:N_PROV,tik GP-40 a r ° X' 2:ir`.gf(,x: .F' )Rt'.':i? •�+-w ,t s.i .!'{�`?3+"✓1!1y��.'t f 4IAr 7..tt>r. r •..4'.q::r i; �T.-«�M:n�.,'`.r',,.n"fr"'"na""i"rM!Mw1',+xss�izY>z,ii .*?rfrNr.,+.w.w. - •Y..�«+•7— row. . ik �'.e +;�f�; E'3;''T.�''s�t:'�•,;%,,�•�A�rI�..S}�. �:.�„,'sJ z,;! tj r�,��i' ',, `t.,; U (; t ft t e .t''^ :r.• n i.t ,r(, ';4,I,iFy,' r.irl�"�tlr,¢4Tiu�s.',:¢� '+"�,� .s,.tF 1'f4 .,7 r'niY��,'n")•t1 t f}i�''C¢'t AC ,:`l*s et� L' !+. t t' .'r ' `,L 't + .y.; i 4't j z•.,r, ,.>,{,..4:•z.••�' i 1'is Er at, '3 c. ! , + t e.. r,+'t f�:i t r �• c +` `!li,:�` d`t+'tit'�t,,•{y� �;'� •i'fk�``b i F r � �:.� .t. , n't a.S. 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F .ti, t{ A :�. :�,4 '!. t, t x t ,:',.,,,J.,a �r�7t ?.KnrdS a.Y�tf >r :rte ,,i, •'�•� �,t„�t,, �yK.'�.>rs�,,,}> .�, •f, , � ,. �j t 4,,„ti,�.�ri.. 1�',:ft,�i��`�w,a��' ' ,,r t)S” � '�� '7'�f,�[�AY1A�nah'i+isr'.+,3iudn�.+i:,'"Uaf i.+�l�t«...:.i�..:.,..u..�..•,.:,t•.:...,°.n.-.«.,w.,..•.a,n'D,ism1�'E}i't+•Y,M,,UYatWA+,1'tF'htu4trd tni,na,...„:..»•.:a..�aLrs.,,w'.;.:.s.nf 1a.';*.i::.,trt.t.,.:',..�i.:r..l:�.+�MGfAwUfi u ' ,t. t 1' 4 ri L2 The ualit Control Pro ,ram shall detail how the results of quality control inspections and tests will be Q Y g q Y P 1 used for determining the need for corrective action and shall contain clear sets of rules to gauge when a .:, �� ;%c ;. t •'V`f,1 1.3r!t�tW'"i4k^Gih'} process is out of control and the type of correction to be taken to regain process control. t�•:=''`',4,`;:>? When applicable or required by the technical specifications, the Contractor shall establish and utilize `�� statistical quality control charts for individual quality control tests. The requirements for corrective action shall be linked to the control charts. 100-10 SURVEILLANCE BY THE ENGINEER. All items of material and equipment shall be subject �w w? to surveillance by the Engineer at the point of production, manufacture or shipment to determine if the � � fT,: �. Contractor, producer, manufacturer or shipper maintains an adequate quality control system in conformance with the requirements detailed herein and the applicable technical specifications and plans. n;? • �t1. . '4t In addition, all items of materials, equipment and work in place shall be subject to surveillance by the f,,•Y Engineer at the site for the same purpose. ;, N+: Surveillance by the Engineer does not relieve the Contractor of performing quality control inspections of i't . • .,;,, ; either on-site or off-site Contractor's or subcontractor's work. '`;r•% ”" 100-11 NONCOMPLIANCE. a. The Engineer will notify the Contractor of any noncompliance with any of the foregoing requirements. The Contractor shall, after receipt of such notice,immediately take corrective action. Any ti',! }�,:-" notice, when delivered by the Engineer or his/her authorized representative to the Contractor or his/her authorized representative at the site of the work, shall be considered sufficient notice. dt yr b. In cases whets quality control activities do not comply with either the Contractors Quality Control �Y� � Program or the contract provisions, or where the Contractor fails to properly operate and maintain an + Y f effective Quality Control Program, as determined by the Engineer, the Engineei may: (1) Order the Contractor to replace ineffective or unqualified quality control personnel or t,. r�,•�,�T�;;�r,; V l- n subcontractors. (2) Order the Contractor to stop operations until appropriate corrective actions is taken. rut 4; ;1,1'' i 'ef" v, f, y�,r •,S.N ..,',f.. 't.l '.i .K• L i,,. .,,,�nt4�f# ti�r• � ��"��,: y z pty t •;�.j� { "try%�•� F��'t• q� y'�ti �� 5Jt '•�iA i T:Y"ISµwSx;YSPEC..SYGE•N_PROV.Juc GP-41 ,fir. ,.F n-+ q•f•/,{ �i�.. :!c;s*+',l.,t''•}�!., li m.` T��:z7t. .,..r°.8••,. '�t€i:'i`afGfr. ,S7 ".�i,�7`. 4, tl,t� s•�-4}•.'?'(..-;;.1Lr'1. yl?):,:,,t:ls;t'a,°,'r^'•r.,:i r :t• "".S:'��.-t, :3 i1'S .;i'xV ;' j. 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J .1:•tf,.7 4.i.F",fr}Ffl4�:.j�',i� "cgs � .9et`,�i•. .. f* .Yt,tk,4.• ;i ' ....:..,J, «vwW,vtlfk±��'+4St'�ik3r'11td5'��f;�i�� ?'i,�'1.��:�k4!�tr",•tr{wtl.n�p.•r�txK,•.,,;....,..,._.. s^t ti t` x>s•' .. ..., ...t._.........-.,,•n,w.t•..oa we..�d•r+wwa^,t erisKlxa�A++n`us+w..tvrna.�.wn.t,{irvr.,ue.w4�,..i;we..:au_t.. ...,+:5.....t.wAlw.1`3ak _,MV�y�a,.�y°41';t'y, SECTION ON 110 C I T METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWI,) acceptance of material based on the method GENF26I_ When the specifications provide for estimating percentage of material within specification limits (PWL), the PWL will be determined in :.i accordance with this section. All test results for a lot will be analyzed statistically to determine the total estimated percent of the lot that is within specification limits. The PWI, is computed using the sample Y t �x��,''t average (X) and sample standard deviation (So) of the specified number (n) of sublots for the lot and the s ecifieation tolerance limits, L for lower and U for upper, or the articular acceptance P pp f p p parameter. Fromt -� .,r, v . . these values, the respective Quality index (s), Qu for Lower Quality Index and/or Qu for Upper Quality .. � t It , Y •n � , "��'r•: I Index, is computed and the PWL for the lot for the specified n is determined from Table 1. There is some degree of uncertainty (risk) in the measurement for acceptance because only a small k. ,fit ��:'4}• fraction of production material (the population) is sampled and tested. This uncertainty exists because all •.• portions of the production material have the same probability to be random) ' p p p y y sampled. The Contractors rx; ct�k .:•' •`., t��• risk is the probability that material produced at the acceptable quality level is rejected or subjected to a pay adjustment. The Owner's risk is the probability that material produced at the rejectable.quality level is accepted. k.'-1:�?,;;��;p.lac';-:f•'��. IT IS THE INTENT OF THIS SECTION TO INFORM THE CONTRACTOR THAT, IN ORDER TO } CONSISTENTLY OFFSET THE CONTRACTORS RISK FOR MATERIAL EVALUATED, PRODUCTION QUALITY (USING POPULATION AVERAGE AND POPULATION STANDARD '�' p`,:{a`�°�� r`,;%=i{,5`•x :.: DEVIATION) MUST BE MAINTAINED AT THE ACCEP'T'ABLE QUALITY SPECIFIED OI2 HIGIIER. IN ALL CASES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PRODUCE AT QUALITY LEVELS THAT WILL, MEET THE SPECIFIED ACCEPTANCE CRITERIA WHEN SAMPLED AND TESTED AT THE FREQUENCIES SPECIFIED. N. t}, g¢4i F r't 110-02 METHOD FOR COMPUTING PWI_. The com utational sequence for computing the PWL is as < ) follows: P q P g h d i bl t Divide the lot into no n sublots n accordance with the acceptance requirements of the P q specification. 5,Z] b. Locate the random sampling P osition within the sublot in accordance with the requirements �'J i41 of the specification. ' c. Make a measurement at each location, or take a test portion and make the measurement on : ' tr'sfn' ply`'• the test portion in accordance with the testing requirements of the specification. K.:.' d. Find the sample average (X) for all sublot values within the lot by using the following formula: f'> X=(xI + x2+ xJ + , . . x.)/n ' Where: 4i ..;j' �; F �71.• ` X = Sample average of all sublot values within a lot 4 � ;t x,, x, = Individual sublot values ' n = Number of sublots , a e. Find the standard deviation S,,by use of the following formula: t t TAIAJ415 1\wr4SrrcS\OE:U_PR0V doe GP-42 �l. Yi Ay d SJy,"n"{i1$.' .� ;-l•,1 1 ff q;r)f''fi�iP�'is..r�.i"rk.'Us+,dr.,.,S,t>r',`,:5,t.Y i}.�e' i•t:f',+t:>}/..VF,.3`;.Ia.,. 7!Y 7•F.? .',k `:a•.w+"'t'"1— i t 7"",�t.7,v7 1 JT. z"sw"trJ 7� r j v , }rt � ',w.'`��-i','!",.'•'.�;%,t li-N', ,FI.•,tS'v� ' S�•,..,k pct •t ',� 7 �{, j �n � �,�:�•nty�.r7!:�!t FJ+d}�tt�r. .„� f� C'�t v + r;i l� r y( t ; } r � t 7 F Lry��,y�.'t�r t3��iq.• ;rf.. :yl�,,�1vr '' a :t }i}"G.' rr .ytij 1 t".{}ti�t;'f't7J`•!i,c• ',.,J n't : lll�'r4k�.! 4 4'S r't' `C r ri .i `i.�,_! `t �,i It t Y ti tk , 1:ii{f�!t`tY ,.r { ,i!`.STr•'>•t j,.NlYY i°f� ,5�y „`� �Nr. .1 y �' S r It �, ��L. .'?d�N, {�„.•JYA:a<t 'l,tAi�,t./},. .,yl 4 ! t a tt •'� � t tF� ,� ff �z r• �.'. t `IAA'. , Y �n 1!'pt l.'�9, t•.a1f t a 5 1 � r.� .0 3 rJ..1 i i i atri�'3 R.��ltS.r`� (` tD,'&A '� T �" r r 7G, ; -l��«,p '.f•.� � Nv.,� +. t r t i 1:F'� ! 4 s S a e i` �'F'�b, t z�' ;• 'k, .`zy Y"kv�IC i It j Y1 -1 { } x ra t+� }�} } r Ar X ,t �r f +Jl tlgi�t!. ,t "}.� ' •C`.1 ry,i.t•t (if 4E JE?': r v` t: F 't ,f J,aj.i .,r,^Gtyr d'�7')"+;x n!'r�� 'S t7 r y t,t,1 ii''Y r• r B ;�•_ �'� ,{5" :'"`T�;' :+�t`yn,yN,•(4: f?iYtt': M;: >vt Ik3 1r�r��'t.•��SY'j1 �' t `1F.,I}�7r�r r� t ,r� .L�,.t•�'t'..J t5'3. )`.V✓ 4. ff p t. 4 + i = 6=a, s1 4.'�r" S{. r• f fw p r: "`F�,e�"4ktt ,,�f+�� ^,! 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S ,,c,��r ,{x �}`°••7, '1 �i :'!; .LS• ,� t .♦�j � :Lz1J , }�'f:5':+"�S t'•.{,?+i' � t`,y� :4 Y, „�. � �, ny? { 3+.4i., f{ 'Li .� $3brviN i'' r'y1• +;'4r� a yn �(, h� ,� "f�•s �G;p�".. '4�'y,t„4rftrs, ?k5' ,- t,..2ia ,.,.. ,w3flS c ,f cr .p.� y, .y.yd.ryy .:�:j:�.• 1,rn}y5 `�.h�( }K:`r;1 1d, ,�,�,, �s� �,� �� 3 �,$Y`F t-r��,r,§u•�..'�y,c �.i.,r�,'L ,.d 26 s.' A4 �},t'eir ..t,t tl L„.. ; f F.. i•)� �:, ..�,;r-} z jr. v?�� •l.2.�+¢NI(4,iCY.1. ..��'t.•t.'t.' .f i •;s �, �' >�N�±Gw«li.J�,'w;:u« ... ,.. .N�wK✓�{^MiF! r��..f`F'� Y,(;�d”:hMtai✓kYw+i4tte�Yvic�;4t'1N.WA ry+i r"1 A,^,n 4' t,,ln: t?W (., lfrv. �. � r � i*.Y; r�„t, :xt�..,P•Ararww;a� krr. S.= [(dl +d2 + ., d,, /n-1 Where: S„= standard deviation of the. number of sublot values in the set � ��` V.�---I, dl, dz=deviations of the individual sublot values X1, X2 . . . from the average value X that is K 4.Y '1 dl = (xi - X), d — (x2- X) do= (xr, -X) vj;. i't n = number of sublots E}� f. For single sided specification limits (i.e., L only), compute the Lower Quality Index QL by use of the following formula: QL= (X - L)/S„ "r " Where: ; :ice r�) �pS'in�:;• 'I ec L=specification lower tolerance limit P 1 Estimate the percentage of material within limits (PWL) by entering Table 1 withFw' QL, using the column appropriate to the total number n of measurements. If the value of falls between values 'E,r,• ''t, shown on the table, use the next higher value of PWL. �gtlf`s' s,.. r � g• For double sided specification limits (i.e., L and U), compute the Quality Indexes Q1_ •�•� �,�' and Qu by use of the following formulas: � c�r:� R. Q — (X - L)/Sr' '! ; MID 1. nand Qu= (U X)/S Where:' "rs > L and U =specification lower and upper tolerance limits `1 Estimate the percentage of material between the lower(L) and upper(U) tolerance limits (PWL) by entering Table I separately with QL and Qu, using the column appropriate to the total number (n) of t � measurements, and determining the percent of material above PL and percent of material below Pu for each tolerance limit. If the values of QL fall between values shown on the table, use the next higher value {l; of PL or Pu. Determine the PWL by use of the following formula: : PWL= P u PL) - 100 + {N7aA •{i�Y,�• r l Where: j PL= percent within lower specification limit Pa Pu = percent within upper specification limit it TAIM 1.511w�1.SPEC S\GEN_PRO V.6 w GP-43 "' �I'4 •t ns, r •q 7 �7 �r :.A• t.'QI';Si'.++t;r !fy'i,'+";;!'N?'!!'?!�'!�i! �t(�1�y',,y ,. !',°<'riC 5}??h'- r,:x�'r r ��+=+^'x 2 ,, v71'o t A ' ��'' ;i`i�iry��,,< 8 �.'.47t�to,., ,yn3 4 q$ �'LBacft�''',jf 1sr,�S',t�,sr`;ta;:;=Yx„"yrit._��,� '�w�, {r 'iT'Y� '{• , � f � i�S• .. '.F�'ii:t� i,+�d"'�}rq�„��r:�',��+'' ik�i'y�R Ski ,�°S'=F.aa 1?t F�'�'N�n 1 k rri a d�'t,.c}d '`iF;.�.�}r�e .� �•. ! ? F f 't�..' ',4 ..RY. %`� '�<3a• .,� 5 �t� r'd. �`Sr:� t'yr"�:�t , ,},,yttr r5N (tf��”'@,.!°y' '+� v'�1� x, s. 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't . 1K�,fiii`•��11•• ;��.�tr}' "�,�'-�t!.1, �5,r'i.4,�;4' i£t w.� r.�' '1n �t4 i?`'"t[�j��y'`R .•�. i.�rnSy.�'r .. r Ct :. $ it J h F 4 r r� 9 tP z ,�•y r ,� wn+ - ��i,',7Y 'E' ..Y• i'•;N, i., ?`'. �. } f�. ): 2 'n? tt t " t m t ix> ,; ;,} °•.VL,i { /. q?1•ttrh �f f ti f t �:•' 4 �' it. .i ?; ts:� 4 {t21.. � )r z.( 'k4,h}, •+•. r•�n' t.� 1+ . '.� i�,. �i7d �. �" 7 4 i a .� � ii�•ia t{l�k f� 4�* � rd t a :l�l ,� t � y'iy€� a� dn�+�+f u y�ri� 1 ; �t,r.<(y '!�. t !S a•>�t 4 �`'"F4:, �t� `u t� t F !�, ,i $.." :• � �i j'� .ty�ti��+7 p��( t tat,r,rF. � 'ttlx !�•cP " M�ijtk��k�,�Y�4�J}.,�,•��if�t� �$�4,r• tt � �,t Y 4 ��' �,ft,R'�.iy�7.`�it yA�k..y f t :i'{t .F , b z s' ii• n r r�. ��'T' �,;�s��2��:lC77,K,,. 4!1�' .j��t�?r t,f'�'ttx r.L trq d �fit:.l l•; � y'Yry�.:.� T,t�� {r'v ^. j'a'4 5 .� � .� t{. i �� ..,6t i 7 �t .rx c4 ..? 7 t Mx)r � `��ttnr';?' feiz�'• + � 'h. t v � :� i�,§� ,�'�ai�?�,,��:�,�;r'd,��d�.f�t4 ,`�4 �'�` �'' ",ti �� `�.,Y'�ti r �t t��z d�•,c M,r't'�_�£i �;, { ! ' � � h�� h ., >r �jthi t t+..h }f`� at .£ i.s� � •' .t; � ay!tdt•�4Y�a�� F j�.�i£ ;!�'{ �, t•n ^n. ' ,A%, 't" '`�;�� S tl�; e�.n,-�Ti;i t b�i.� f , t 3 1 k�u '� t, +..plt, �i �e��. .+to..� n�F,.+• t 7� '7 .�}�} g} h EXAMPLE OF PWL CALCULATION Project: Example Project Test Item: Item P-401, Lot A. e � "Sim A. PWL Determination for Mat Density. 1. Density of four random cores taken form Lot A. A-"I 96.60 Q � d d j� A-2 97.55 X A-3 99.30 A-4 98.35 n 4 ' 2. Calculate average density for the lot. ; X=(XI +x2+x.3 + . . .x„)/n X=(96.60+97.55 +99.30+98.35)/4 Ks X =97.95 percent density 3. Calculate the standard deviation S,, for the lot. _r ; Sn= [(d,2+d�'-+d,- . . .d„'-)/n-1� S,,= [((96.60-97.95)'"+ (97.55 - 97.95)2+ (99.30- 97.95)2 (98.35 -97.95)2)/4-I Sn= [(1.82+0.16+ 1.82 +0.16)/3] S"= 1.15 a 4. Calculate the Lower Quality Index QL for the lot. (L-96.30) QL=(X - L)/S„ QL_ (97.95 - 96.30)/ 1.15 ' QL= 1.4348 ' 5. Determine PWL by entering Table 1 with 4.n and 1.44�= = Q x , PWL=98 i B. PWL Determination for Air Voids. 1. Air Voids of four random samples taken form Lot A. A-1 5.00 A-2 3.74 A-3 2.30 r A-4 3.25 n -4 T,1-MN It l%w';w%SPCCSIGGN-PROV.dtw GP-44 u,.S S r�St {r#.�9 Y t •�, t t "}a,�# ' ^ fv4{�t4;^ t '�''ai'Tt rr t. J.t.. s �'1S^{}I.��r M'?'it r � r�''t S +y"rt t tt.: a«rs t � yrA � µrnsrj?,.t�'{ � F. ?J;• h � ."t, � +y s �, !, X.. 34 > �, s m ) �k �`"� ' ,�.-,.�1 /t`�G+:gip � wh 1. W", ITS t ......... 7, {1 '•C dl �Tj f Z#v1 e r / r p triprF s} y tiytl` + TI'T� ' x a q Ft} X11, d f� tit t�k 7t 7�r1f C4 <2'z �" ��'��b '' 1•a +t � i,�62s tl S �t t r } s j• cS'F�r,' 11 d ."' }�E� �,�•gr"t��t�ttrit a r t7,�r, f't tC ;FY Fs P ifp,�� .': )Fltf'ht�r�f("djNa+ J .14� i 1,�- ys . ` 's;Y{..�4•d j e 's,t d f�•+YJ lIA.. ti tn ; r i i{ v{'t}.r �j �k tiG f{. r. sf• [ r", , F ;AIL rs 7.4 (� � •G ".,f��` #R'. r I�s. ,f��s''t +} f e r.•+ '+L+t 1, f�� `� :� A'.i+f i�j, ? d�.7. iJ �t 'ii4?5. J751. ,�.t>,,,tac'1,. n't Y 'f j r�4 I)LiJ 7,1 -S, •+ X' yrfl 4 2. Calculate average air voids for the lot. X - (xi + x,+ x, + . . .x,,)/n ; X-(5,00+ 3.74+ 2.30+ 3.2.5) /4 cbl:k X= 3.57 percent density !;. 3. Calculate the standard deviation S„ for the lot. S., [(di- + d22 +d,2 . . .d„2)/ n-1) 1/2 r: i •'�, t S,,- [((5.00- 3.57)2+(3.74 - 3.57)2+(2,30- 3.57)''+ (3.25 - 3.57)2) /4- 11 '/2 :p 1 � S„_ [(2.04 + 0.03 + 1.62 +0.10)/ 3) '/' s� S,,= 1.12 � 4. Calculate the Lower Quality Index QL for the lot. (L= 2.0) QL- (3.57 -2.00) / 1.12 .,n . ,. k 1.3992 ?� 0111;V11111f 5. Determine PL by entering Table 1 with QL= 1.40 and n =4. - 4 PL= 6. Calculate the Upper Quality Index Qu for the lot(U=5.0) ); Qu (U X) /S„ Qu =(5.00 3.57)/ 1.12 w' s ryt t Qu - 1.2702 zK? 7. Determine Pu by entering Table 1 with - = Qu 1.27 and n 4. Pu- 93 i 8. Calculate Air Voids PWL 1s PWL= (PL+ Pu) - 100 PWL (97 100=90 ,f :N ,J r t' T IM 51\wr%-iPCCS\GGN.PROV.&w }tt + GP-45 Yi• tt" �`� ` �l,,^5 �P , ',?, °� .- '' kS '1 tt �rdt t� iT« z j r1yf r '' ..r.+� �, ,. � L3 :} 14 Yy.. •,.t f h i �'�5�� +.a E� +y t Y'1,,. �1" 'ry y„q •� o., .,.. k {.~ry x1 s.n�'✓+f z {.as t';�,, ..cs } 'N WV tit:::'. Y r,•n r � '� .ft r <ttC� Y' � tl,�' 3 r' �"�d j :;s. �i'T ;' .; i,7a� 'r s; 1. �, eat , {i'.: �v a ;p,t �µhM c'"•y .k".�y'�3, 'v t .,. 4 �.� i .i,;,�•.�i„#.,,,;��.r�.',lea ry.,,.t\��:�i,: ,e �, <ela ` rr t .as:s s� .,�1, ��'}'�.;':+�'dr? 2�'h'� sst�Ytrj•�K a'�.�tD.?n�. �i�.r �»t �:ti.. r>,t�.' ,, e •�f7, A�,' 7 •tl i '--.r 't tr A\�.�,,.a++�ti ity J _ L.:,,k,j1 i.t .t t.. itjl/.,: u+7 ti ;�t.••'r r'(S,<:;:� '7 sl•xe}1, y ! ` "# } :Y .t;t.� `�,,.>t..r•Ck t ![; y,`; ,`;� p ,��:t�`Fx•"+. sr. „•�c7,�ia,dti'r't'" ,) t. 1,,t.:Z.t s .. '. '` 1 Orr .rr� t teLr,.t t$ X>•i•�T�tif•'. aS'• y ,�(� f ]'1 tr:..rKF.ti ?•.. r%�.5,,;f t r`•`:1btl��. t,.t .t .ilnt�i f f .� ,.,U1.., 2 1. .:u r ,a �-�';."c `+'-1. ..� r 6:�,(y��'{.d�-t�t.�t•at �.'�f;,i:/r"� .l.ris',.+ .7: .4. y :.1 _.Ir i�' � t .,J�:f t k 'rr j;t. .t-r 1�"i��1� MYN t� ',.,, ' r:rtF.'•:�I(�"��-!�•�1#i t.,t��ii t ` f { ,:: .. ,. ,� . l t ..1: ...•.M.,�1•.•.ri.,ii4++•+4i.a+w�iwrelfviin,•.�t,i�:'fALtlS.NifIdVN^+MrYrLSa.SS.:L.....�..rf t++l,.�oF{Y+43.[ 1�5x,�° yt�� t..; � � F t � t....�;.Y�-:,air�vvw:4+iXils/s+utlk!Cis'�lY�'{r�`�s�#t61fP'�7Xa.•.h�raka�,..,,�._.,,.. { �,'� t` L��}1 TABLE 1. -Table for Estimating Within Limits(PWL)Percent of Lot •;y � �°` ��" •� F, W�� .ttv� >ykK Percent Positive value sofQ Within Limitti " (I'WWt 1'1., n=3 n=4 n=S n=Ei n=7 n=8 and P 1.6714 1.8009 1.8888 1.9520 99 1.1541 1.4700 98 1.1524 1.4400 1.6016 1.6982 1.7612 1.8053 U-1 97 1.1496 1.4100 1.5427 1.6181 1.6661 1.6993 96 ,1456 1 1,3800 1.4897 1.5497 1.5971 1,G 127 ,,; , ?; :•„ t ... tt.J'Mi.... 95 1.1405 1.3500 1.4407 1.4887 1.5181 1.5381 • 94 1 r 1342 1.3200 1.3946 1.4329 1.4561 1.4716 '1,,�r.! Srk?; 65tH; 93 1.1269 1.2900 1.3508 1.3810 1.3991 1.4112 92 1 r 1184 1.2600 1,3088 1.3323 1.3461 1.3554 91 1.1089 1.2300 1.2683 1.2860 1.2964 1,3032 (� 90 1.09$2 1.2000 1,2290 1.2419 1.2492 1.2541 89 1.0964 1.1700 1,1909 1.1995 1.2043 1.2075 7 gg 1.0736 1.1400 1.1537 1.1587 1.1613 1.1630 ; ` x:;F >� r R7 1.0597 1.1100 1.1173 1.1 191 1.1199 1.1204 Y (A'r> , z` wr,.�, 86 1.0448 1.0800 1.0817 1.0808 1.0800 1.0794 ' ya�, ,;;,,;f 85 1.0288 1.0500 1.0467 1.0435 1.0413 1.0399 $4 1.01 19 1.0200 1.0124 1.0071 1.0037 1:'0015 83 0.9939 019900 0.9785 0.9715 0.9672 0.9643ar ��';4yr.Ty , g2 0.9749 0.9600 0.9452 0.9367 0.9325 0.92811oz`, z?„rls.k:?�. 0.9550 0.9123 0.9025 0.8966 0.8928 81 0.9300 . 80 kr'' rlr 7# 'ii+'vois 0.9342 0,9000 O.R799 0.8690 0.8625 0.85$3 79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245 78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915 k ? I ;}'` F 77 0.8662 0.8100 0.7846 0.771(1 0.7640 0.7.590 ';; : rE' s:7.s,{ ;fir 76 0.8417 0.7800 0.7535 0.7401 0.732 0.7271 75 0.8165 0.7500 0,7226 0.7089 U.7U09 0.6958 74 0.7904 0,7200 0.6921 0.6781 0.6701 0.6649 73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344 72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044 , ` 0.5878 0.5798 0.5747 7I 0.7077 0.6300 0.6016 • ,y 70 0.6787 0.6000 0.5719 0.5583 0.55O4 0.5454 G9 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164 68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877 0.4638 0.4592 IN 67 0.5878 0.5100 0.483b 0.4710 a 66 0.5563 0.4800 0.4545 0.4424 0.4354 0,4310 K,.:. t Y.y M1 y� . GS 0.5242 0.4500 0.4255 0.4139 0.4073 0.4031 u• i,. . {t/tY c s + 64 0.4916 0.4200 0.3967 0.3856 0.37)3 0.37.53 63 0.4586 0.3900 0.3679 0.3575 0.3515 0.3477 . t ,. 62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203 t;lLi: G 1 0.3911 0.3300 0.3107 0.3016 0.2964 0.2931 (�0 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660 59 0.3222 0.2700 0.2537 0.2461 0.2418 0.2391 58 0.2872 0.2400 0.2254 0.2186 0,2147 0.2122 yi. 2' .57 0.2519 0.2100 0.1971 0.1911 0.1877 0.1855 ' 56 0.2164 0.1800 Or 1698 0.1636 0.1613 0.1592 a ,r SS 0.1806 0.1500 0.1408 0.1363 0,1338 0.1322 54 0.1447 0.1200 0.1125 0.1090 0.1070 0.1057 53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0792. sar { 52 0,0725 O.Q600 O.OS62 0.0544 0.0534 0.0528 �. ;; 51 0.0363 0.0300 0.0281 O.U272 0.0267 0.0264 1:PI) 50 0.0 0.0 0.0 OA 0.0 Oro +� 1 t<jIy o TA"151%wrw\SPECSSGCN-PROV.ih-,; GP-46 E�•; tf1 r b• 17.7 17,7, ,,.. !,:fir?`•' J)t. 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J f ,t�y't,;.. ;r;,Y7,,.1?...,r Y311�>Y.�J'i'Y`�J.4'r{ •r,, ..�: ��'.. �F�'�....s�,i..,�.)r; .LZ !�>.lr, t ,., .ii •; L;;::,•t,:,., n1:sx;Y ��i.i,.r� {kf,.,,{'�'k+'N�'" • 'i LSU+' ,-t1 kr 14.at, trot 1 �f r J 'lrit`''`St�Ty' f. ," ,y±?••TiJ` yy,' ` Jr+!•.{;+°•,A b4"n�i F r. :1 t' ,f r'd,�'r',, �t�f{ryry""'l it,'t yy f a r (t( t 1 3 Rs f brr/ Ft;f at 1r.t`q t 97t .rI 7Cjz(�r} X j"a rC.. •,}:•t� �, St}1 ilt��r,,, r5'i\ N'( �J:.�. i it F Rtdli`�a6tt4�4iAnk`.kY::iiwA...iw..d': I .-...�.0.. .... .....: ...........•.,.,w � �t, ' .r ....,..,. ,,...ai..........._y,... :: x .,��, 'flt.,r.,y�j 1 .�' s F7;�: K ."4 r N,.,A .a» ' ( «w..,a,�•Inn!i9^M+ss#,"Cs`ti),r7TMrT�`.>.iN`k''.Mt„!4stxrHi,•w,.+.r.,, ,.,.,....� .w A. -...,.,...r.:«i.::�rJ,....::ii:�,i+,tmw,...,uuwl�,L,�l,l:: , ':> r TABLE 1 CONT. ,I ..� "•s S d2 t f Percent Within Ncaativc Values vi' (Qj.and Limits (PWL), PI-1 n=3 11=4 11=5 n=6 n=7 n=8 and P, �';, 7 i. r,.m `; x�,�\ t 49 -0.0363 -0.0300 -0.0281 -0.0�72 -0.0:.67 -0.0 264 ;. ,.. 48 -0.0725 -0.0600 -0.0362 -0.0544 -0.0534 -0,0528 wu' 47 -0.1087 -0.0900 -0,0843 -0.0817 -0.0802 -0.0792 " 46 -0,1447 -0.1200 0,I !25 0.1090 0.1070 -0.1057 !'0 45 -0.1806 -0.1500 -0.1408 -0.1363 -0.1338 -0.1322 r;-{ 44 .0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0,1592 43 -0.2519 -0.2100 -0,1971 -0.1911 -0.1877 -0.1855 42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122 :r 41 -0,3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391f '"4">) ' " 40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660 • • ` „' 39 -0,3911 -0,3300 -0.3107 -0.3016 -0.2964 -0,2931 ' Lj 38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203 37 -0.4586 -0,3900 -0.3679 -0.3575 -0.3515 -0,3477 36 0.4916 0.4200 0.3967 -0.3856 -0.3793 -0.3753 35 -0,5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4031 h�: •S�7ti ',.: r t -0.4424-0.4334 -0.4310 34 -0,5563 -0,4800 0.4545 r7':yo 33 -0.5878 -0.5100 -0.4836 -0.4710 -0,4638 -0.4592 `,:,' 32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877 31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164 30 -0.6787 -0.6000 -0.5719 -0.5583 -0.5504 -0.5454 r;,f 29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747 28 -0.7360 -0,6600 -0.6316 -0.6176 -0.6093 -0.6044 ' 27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344 �>,s',. }��'•� `+ ! 26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649 25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.69586: r, 24 -0.8417 -0,7800 0,7535 0.7401 -0.7322 -0.7271 A. 23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590 22 0.8897 -0.8400 -0,8160 0.8036 -0.7962 -0.7915 ' 21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245xgl. °� 20 -0.9342 -0,9000 -0.8799 -0.8690 -0.8625 -0,8583 f 19 -0.9530 -0.9300 -0.9123 -0.9025 -0.8966 -0,8928 �`� ,� 18 -0,9749 -0.9600 -0.9452 -0.9367 -0.9325 ' -0.9325 -0.9281 a. :f.. 0.9672 -0.9643 ,;'Yrr4 .•. -0.9939 -0.9900 -0,9785 -0.9715 t��;„�;.•{,.,;!. '-;rte {•;; 16 -1.0119 -1.0200 1.0124 -1.0071 -1.0037 -1.0015 x .r fJ±„t;ls+, sr+t rt k'A 0 -1.0467 -1.0435 -1.0413 -1.0399 14 -1.0448 -1.0800 -1.0817 -1.0808 -1.0800 -1.0794 ]5 -1.0288 -1.030 13 -1.0597 -1.1100 -1,1173 -1.1191 -1.1199 -1.1204 : p; : ` )d 12 -1.0736 -1.1400 -1.1537 -1.1587 -1.1613 -1.1630ttl ) r- 11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075 10 -1.0982 -1.2000 -1.2290 -1.2419 -1.2492 -1.2541 9 -1.1089 -1.2300 -1.2863 -1.2860 -1.2964 -1.3032 c±r;, , �• 8 -1.1184 -1.2600 -1.3088 -1.3323 -1.3461 -1,3554, 7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1,41121 -1.1342 -1.3200 -1.3946 -1.4329 -1.4361 -1.4716 S -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381 Sig,�� t,arwj 4 -1.1456 -1.3800 -1,4897 -1.5497 -1.5871 -1.6127 t z`v. 3 -1,1496 -1.4100 -I.5427 -1.6181 -1.6661 -1. 193 6 a§ 2 -1,1524 -1.4400 -1,6016 -1.6982 -1.7612 -1.8053 ' 1 -1.1541 -1.4700 -1.6714 -1.8008 -1.8888 -1.9520 ' T:VMNIS I\w{w�SPECS\GEN-PROV.J,u' GP-47 we.,�,�...T;„..!""�Z'4+`a. .,�``;L}� rarer .t a .ro±++r�..aSwnPnq�gvip�rPraze`,'�. �:`P,{.;, 3 .,J+.` C ci:':�,�,� TF.s'y'",.r`,+Ty^ ku..n ,• J. � � �;+;' ' !•y,;c.;3 sW+' ,,,kk �t.� Y f `}�,I,ft.,,t,'; cf ,`•'}� I. r S i r' .t c; ti,. �r r;!x-;� .;:Y-rc� r a � 4t t.6♦: .1 :5. ; j:.E�'t 6org�h.�h!�,:':yrJ:ti,, ,�,5,a:�7,t xr.,�,t:t,,, .n:i.{, :�� )�. f�I <<f t r�. i r,.l.t ,tr J 1, .,R )d � j'Yt�1S1.ttA�u y t°'�I,��1�• -� t. �)'U,�• a +�} 1Y s t {' ,t j .?r�:...e�,7••• ,'��ro 'n�'3*-� .�.N +(�� t'i,�f. ek�y( �ltr^ ..ej+•„':�, it F}Y-�". flit,y:tt>,,}. cfT \r ',7. 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' A^ YJjH. .t <':fi S.•.C�'.#,1.,,.<ir �4�:I,.rv` J� r .{j iJ^tY�r.+,,. �s.1t�. f.[.!'�. i !,,'y�� r'7 Rr •�.. },� �t i .y �w�°;�„ Y.r.f t.. .s.i•>. ,,;a.x. ri/.i":�t,AL E�+ JI,:: ' i,,.''Y` it+ ti�'r£`� ri r ' :;it. `' s ,,. �::, ,, ..I,,, SCYj r,,:. .eS` ttFG :�,?'\ t v5�•rt ^:?�ht.ai�i{.�'�}t'�� f��r}St�r`�'` �y' '3� ',r, f r r�� 1 i r .�. :r tJ,:., •'1 rbi�•4J�b `rN-��;+,y i y r: fir.:k. .•i a Y,:y,}{�t, �`�� a fkJ ,'. ,... >?' )rE,.U� i 4t:vai }{j. ij{a4. h}t.,S.7, • �,ktt i.S,'di7t.,: 1�: •i'f {, 'l11a'�;v , 7t.. ., '.s s r li`,+i+,,:,,.,';`�,wr'•;i{ '�' :i�"Y.N �'�t�1" � `�f`;x.iti.9n .9 ?''.diE 4i.S %,44},a jl,u 'r � '''.i; .f5 . ..t;t.,:if',:Td.;�',i n•,•`v `c`r.3{ >b t..,. t � S cif.2J i�/'�. ! }.' t f { ,.: t f,!r 4.�' ei w t'} (i''t•;dt�{: �h•��`?�+,fgk�>Xy! .�J't ' X'i'71'3'}VI�{1dIM'YltiYiN*,iw.lflTr,N/...rn..,..,ww.a•.u.nw..v,r,.-..,...-...,.+:.. -. ..._..� w.'.V k.,C'..v'4•fw nhw:aY.vv..,,ri':Y—,k.':altr;!aki-t*f�v,a w+n.a......i.+.,+n.,•a+a+Vrrsada, 'Jl? 1v!t'H} 'iJ �}r,'1°d2v`5„) °Z r,��„.�,.me„Ei.„µi«•�,,.r.,f.,�.>wi:,+aln.�l�w.iw+r � bk�a'+t k }1 � °>.L71... ... SPECIAL PROVISIONS t PART A FAA SAFETY REQUIREMENTS t r t J FAA AIRWAY FACILITIES. No FAA facilities shall be disturbed. within the limits of this project. OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION. - All work within the fir{ r Airport Operations Area shall be accomplished in conformance to Advisory Circular 150/5370-2C, The contract drawings include information regarding minimum requirements operational safety on the airport { during construction. 'Tile Contractor shall prepare a detailed safety plan based on the rninimum (♦ " " `4'#�,' ..t� S requirements set forth on the safety plan provided in the contract drawings. 'Tile. Contractor's safety plan shall identify specific methods, sequencing, phasing that he/she intends to use in order to accomplish thea 'aa1L7^;L project work. The final safety plan shall be the result of a coordinated effort between the Owner, the J Engineer and the Contractor. ar�`� °Y 4 'z•': V,'g," The contractor shall adhere to the approved safety plan as agreed upon by the Owner, Engineer and Contractor. Modifications or deviations from the approved safety plan shall be submitted to the Engineer for review and approval prior to implementation. %'ate,. if rs�+ PART I3 STATE REQUIREMENTSrn } r Reference to Federal Aviation Administration (FAA) in these contract documents is synonymous with Missouri Department of Transportation (MoDOT) except when referencing standards and specifications, M1{''�M14t�x•'�a 4 ° � t MoDOT Inspection/Review The contractor shall allow ana,� authorized representative of MoDOT to •,, ,,.�,,,.,.'� inspect and review any work or materials used in the performance of this contract. i3 9, '.t t•J,r�, �A.�r Executive Order 94-03 -The Contractor shalt comply with all the provisions of Executive Order 94-03, issued b the Honorable Mel Carnahan Governor of Missouri, on the fourteenth 14 day of January . Y ( ) Y Y :Fpl-�ij?g1'ry„Ys�lm�"`=',3.:;•; E ' 1994, which executive order is incorporated herein by reference and is made a part of this contract. This Executive Order which promulgates a Code of I�air Practices in regard to nondiscrimination is incorporated herein by reference and made a part of this Contract. This Executive Order prohibits �-, discriminatory practices by the state, the contractor or its subcontractors based on race, color, religion, tfr 4t4 J3 g� national origin, sex, iv C, disability, Or veterans Status.C >i Certification Regarding Anti-Collusion: In accordance with 23 USC #112 the bidder hereby states, under penalty of perjury, that they have not either directly or indirectly, entered into any agreement, � participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in ;,r::;,;~ sr�`'t':- ;• connection with this contract, 4 Certification Regarding Missouri Domestic Products Procurement Act: The bidder's attention is directed to sections 34.350 et seq RSMo Supp 1994 which required all manufactured goods or s:•„ ,*mil xJ,�'.,�f. l�ia;',..rc. i; commodities used or supplied in the performance of this contract or any subcontract to be manufactured, ls't � �. r}/? a ssembled or produced in the United States. Sections 34.350 et sey RSMo Supp 1994 does not apply if '%f} t the total bid is less than One Thousand Dollars (I,000,00). )"� Section 34.355 RSMo Supp 1994 requires the vendor or bidder to certify their compliance with section J„ 34.353 RSMo Supp 1994 and, if applicable, section 34.359 RSMo Supp 1994 at the time of the biddin g a�, t�>a 't •:'A.; and prior to payment. Failure to comply with section 34.353 RSMo 1994 during performance of the OVA K:2000.153/AEPMPC/SPECS/SPECIALPNO.DOC SP-I Zv.•. s� 1 ��.}s :s4';i �.• „• : Sx s i -4:in: r S nmuw ,t J)vnrmarswnt+arw'�«r.,... '.,•5?t:., :t. _ •-•}^. -1 J•,-(,S.' •r•r,.,� z} ,nG-�-•Srn,+<?;T 4"r'>^i•„',rTfy;w, p•,a•,:+• .�' �� ,{:1�h, 1fi=4;�v±F,�j r A� .l .ti .:4 .tp ':1 ��,..i. •r,: s t' i,. i':/r c � f st i!h t. {..}J. ,?t}f"�'Jz it.;,°�S�rrc' r"s�y' �, �`x:`• 4',n x ) + :fit,+'�.: ..} / a l 7 .s ;is .l.t f`'y SL.i•3',�.r.'.0,, titi'p'1t ,,., ..�4#(ylr,:yi�J Y fs, •y, � 0,f t 'ti .�,: ''f„t✓.fiq t, �3 t.;,, � � } e� �� . 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The bidder certifies that all the specified goods or products for which this bid was solicited are Q' ° manufactured, assembled or produced in the United States, and more than one line of the specified goods or products are manufactured, assembled or produced in the United States. If there are any exceptions, the bidder shall list them below: r III GiJ tyej�h,•��'�•rl� w i;p rye({p 1Qyr t+ For any specified goods or products which are manufactured, assembled or produced in the United States `?dr and for which only ne line are manufactured, assembled or produced in the United States, the bidder Y P shall indicate the specified goods or products. Item Numbers) Item number(s) , fr E41, tS jk"it9j•�ht'(v"y.. ' (use additional sheets if necessary) .d•;. For any other exceptions noted, the bidder shall indicate the specified goods or products which are , '•`;,. , } manufactured, assembled or produced in a country other than the "United States„ as defined in section N ,�,�.t,#”p.�+>:•,;;� 34.350.2(2) RSMo Supp 1994 and a list the country, other than the United States where each good or z ' f>t product you propose to furnish is manufactured, assembled or produced; (b) check box(es) at left of the Y applicable paragraph(s). Pl r Location Where Item Manufactured, Item Number(s) Assembled or Produced (use additional sheets if necessary) t ry` �i:Tj'r k t, ,J J ' K:2000.153/AEPMPC/SPECS/SPECIALPAO.DOC SP-2 ., .i; ri -'ar'=Fir'. `'t"' ''+' °.v,,..r:, �".}`xt^f�.°F't4 +li',,., k?1FM44YN�i111!ryMM'!•'.!!^"'";.."^e;vp�c'';'7i'�'�t:1.':�.ii't�r"",yi"4.,y. ,la>e ,��"1"'• ;,} .,i:'1!rF� ,1saS•. .! r 11 .r a:.r,'.-,r.,.,,Ain r: p ..t 2 •t'lt:,)." a ";f; `:t +.', "ri"a!' t� rk�tir t�,e._�,,i�Y ,S fig. wl t'( t ._�t4S;}j.§ J�, :,c.•r 'fi f,. f.S+ t!�'� kti�,.,�{ t.!'J`�,2nr 1 w��,� j y�i7�.1'u ,,�� 7 ��'; '?'. „:b�..t,3K7t; ,r YS�, r.,fit•;c{,.1,k;t,, t.t,,;.,;t� ,;t.'•t, .,fix,,A,�.t.r;•:u:..�;'.r t '�, „" ,,;,`r?SE.":,t,�.U��;• '•rr'�:.{ti a1 24��F e�y`� 1,.,�2 n x'`�"";. �i! � "'� wri� •; m'} ,e.he.x.� �qy� v;,3�., ?`3�#;'' 1•,Ji:, �15?71 i t 4y .,tt '�S.q �i� fit, A�'.•�.+ii,.�. t'a.�,tt;1;�n•,vn•{+".5',a�:�:;,.F/,'' ,1�: r .r y � ,.^ l� ] rvj`5��,:W;t.^4��t"�,F��JS{;st...,t tN.;.�.ra j y�i r",'�.`{'�,.r�3�"41A f�+��':,�. �'df,+7„r ;'r S. r '`i:i.i J�Yt 1t'ti y r"�4�fS.;;iA,, 'y�_R:,;A..,�'1y�.°C.(:�A•� )� !y, }. �x i T•t}i;'l .i. ��f jtp� f r.0 F r 1Y S.,t4s. l 7i7,r}}a, 43i:, 7 rt3v (r �`ikpy{.;1,.t1xF;�ir.{', •.� ik';'<yRt C..t�t ;Rt,{ t.ft� }i` c5 t1.y'yf�:7.'1 r7 { �tfi1 �,4�it)y , 't trl� ?A t5�tu tt i,�r> y�' �e .�+,, •,� .+pq N•.�pp'�Y;..1 },`S } i•; t/y,w't [-.5+��1.y3E ,l J y. �J�,{1,:�� 1 ra { �• s .>K.,'(Y 4?�7'��l x�,^•ti''��y T r' {,.�L�4}�1� t3 C!�' p'� J7 u i�.. ;ir. „1 ,S^� st;ytU '{.,j:;�,y?!�'„.11�•z7 t.3,�1,tw.�° '`fir. t°�';:}�.:'.�; 1(a t. ,J�t,:::i f' �t.9t, "!';';t(rr `S'h:�t` t t� j � •1 17`� •t, �� (t.¢w,; g,1r,4 1??5-s �:�`j'k� tl,^s•1..s2 rip,i,`a;; C:,;`�2.si..{,{t;.a,3,,.r<4.,,r,[1,`,Xrt`�y�„ .z; s;S,,:�,.ry2 fi:r�`1ti�.1 i, I.1i•a'f,;`p•,1�+�� '''^!i�r 'fir {�+, ..a, y'1/ry` {,{.r i�7!a.?;�'c:X .'+. :,•�•:a .x 7v,�ft�I��,r1? 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I >.}v,( l t' . .\ .<! ` .§ t„r!5+.`•.•c,'t�{'FA{�.:% `�ij4t.^y{SYi'XS iG'i`. rJ/ YAK + i r' • b+e �.. .. •„r, w of KY J'.5'+-2i rR,11SGr:i.A'�.�^°I,F'aIL"M E.•�.9,IY.S+•,:}Y.r�'�`�+1C”it*'�,`(Y.§%.St..*f�h!'+ibL''.{V!'?'Ii1FHN(SVra+N�.Yi1,w,tdY4.�' 1}+}��!��i *��}!'t "r.6uii,�+itiw�a�siaii•t?S1t,�'�',er�;,.vA,w..H:rs.:>,w,,.,tharr.rrv,.wxnwmn. .. .._.,..._.. . .,,, t1 rte 3 r W,.".'ff ,. kd i'+Yf r srt jjjJ J7: i ufactured, assembled or produced in the United States in The specified goods or products cannot be man sufficient quantities or in ti me to meet the contract specifications. Item numbers) } (use additional sheets if necessary) .....r as manufactured, assembled or produced in the United States The specified goods or products are treated under an existing treaty, law, agreement or regulation of the United States regarding export-import # �F } restrictions and international trade, item numbers) (use additional sheets if necessary ' ` '+ . 1 1;i:7 The bidder hereby certifies that the above information is true and correct and further certify that this bidxFr �• { -, complies with all the provisions of sections 34.350 et seq RSMo Supp 1994. I PART C ,,� I•:�;�" LOCAL REQUIREMENTS ,y% GENERAL DESCRIPTION. These Special Provisions with the accompanying Plans, Specifications and related documents as hereinafter listed cover the requirements of the Owner for construction of improvements to the Aurora Memorial Municipal Airport. ,x�.771 tih•w.',•'�l`,,:,!, CONTRACT SPECIFICATIONS. The Specifications which are bound herewith and which shall ''` JfrtY3��y,r;"?` a govern the materials furnished and the work to be performed in construction of the work under the ';N Mt ` Contract based thereon, are identified and indexed in the Table of Contents at the beginning of this iLrn,Jt !�(r volume of the Contract Documents. COPIES OF PLANS AND SPECIiFICATIONS., The Contractor will be furnished without cost to him four (4) copies of all Specifications and four (4) sets of all Plans, together with any and all addenda ,....5: P P ' thereto. The Contractor shall keep one co of all such Specifications and Plans constant) accessible on ;�7rTt,' . � I P>' P y 1Kj s{'�F�Fhtii•` t;. the work. Additional copies of such Specifications and Plans, in excess of the number furnished without charge to the Contractor, may be obtained by him from the Engineer on the following basis: ufi}k r t aYY •Q \+{ir}�} Full or Partial Set of Plans...................................................................... 1.00 per sheettil��f ...................................................................$15.00 Each Book of Specifications. ,�..... q r�3. . LIQUIDATED DAMAGES. Should the Contractor fail to complete the work within the required ;I^7 the Owner ,;",�L•;`; ;ryt number of calendar days, or within such extra time as may have been allowed by extension, will deduct from any monies due or coming due the Contractor, the amount indicated in the Proposal forf ;,;,f,r ;,^,''•. each calendar day that the work shall remain uncompleted. This sum shall be considered and treated not �''• as a penalty but as fixed, agreed and liquidated damages due the Owner from the Contractor for reasons �,,� ";` 1?: of inconvenience to the public, added cost of engineering, administration, supervision, inspection and "�I(s r. other items which have caused an expenditure of public funds resulting from his failure to complete the D`art=f ' work within the timespecified in the Contract. K:2000.i531AEPMPC/SPECWSPECI ALP RO.DOC SI7_3 ,��s, i, 1 s•err: f � c'.•,•rw!crc!ex'.•�^ °K7;7�rr.-r-7.t.' n5:.yt trt,' .•...r.�.s..rv..snµvnrrldrac»x'a'r"»...».--..-•,.•r';^J'� C »� ,n �"'rf'74. '� �1 T.1. 1 ��":.�i�;Y�rS'.�i�'.iii(t�+`'t 'n:7•°\�' �..,xl 5 05 ��r '�. 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I .S. r ' `i 1i ah{Xi6lrFF�{�tp.,`F• :��' S 41x t t Y .,r\ 3.. { '.,f 1 1 "j I Y9 r:,7{A 1\•'x:' k;In,' Y xy. l.:jsr„ e .4i Gtattt 7Ny.u}tti"t, Fti 74;?rt }.';S;e!- ;"'J�iTnr TtIP..l fdz4sr�7r<rMm.»u.,.......,_,... ........1 ... .�,.....,.5.:.:i.,:.wi..;.....'vr:v.tt.....,ii.�MJ,cll .){�r; .',�r ,`” `t`•f,,�+ J•• Jt. � r1 I tu.�,x•tw.�7ti;t*_4'W.G+'Gi;St'tl,f.k!M..Y,,'I,l,t,..n ,. c...'�. , Fu r:i4:.��.� �. DEFENSE OF SUITS. In case any action at law or suit in equity is brought against the Owner or any + r,• ,` officer or agent thereof, for or on account of the failure, omission, or neglect of the Contractor to do and perform any of the covenants, acts, (natters, or things by this Contract undertaken to be done or performed, or for the injury or damage caused by the negligence or alleged negligence of the Contractol' Or his subcontractors or his Or [hell' agents, or in connection with any claim or claims batted oil the lawful t,.. demands of subcontractors, workmen, material men, or suppliers of machinery and arts thereof', IL PP P' equipment, power tools, and supplies incurred in the fulfillment of this Contract, they Contractor shall ` indemnify and save harmless the Owner and officers and agents of the Owner, of and from all losses, f damages, CU5tS, expenses,judgment,,;, UI' decrees what ever arising out of such action or suit that may be g 1 j gr �'.sr= 7'.:,h'. brought as aforesaid. �' �t�� "� <.` INSURANCE. The Contractor shall secure, and maintain throughout the duration of this Contract `i" insurance of such types and in such amounts as may be necessary to protect hilxlself against all hazards ors� r; � ' risks of loss as hereinafter designated and specified. The form and limits of such insurance, together with the underwriter thereof in each case, shall be approved by the Owner but, regardless of such approval, it shall be-the responsibility of the Contractor to maintain adequate insurance coverage at all times. Failure of the Contractor to maintain such coverage shall not relieve him of any contractual responsibility or Yr� 6y'`y :► ; t„1< obligation. a. If a part of the Contract work is to be sublet, the Contractor shall: t (I) Cover any and all subcontractors in his insurance policies, or (2) Require each subcontractor not so covered to secure insurance which will protect said1sA;;). y}y;3�;rz,.,, subcontractor against all applicable hazards or risks of loss designated herein. �y;s; b. Satisfactory certificates of insurance shall be filed by the Contractor and all Subcontractors with the Owner prior to starting any construction work for or in connection with this Contract. Said ' certificates shall state that ten (lU) day's written notice will be given the Owner before any policy covered r, �• it' ,� thereby is changed or canceled. f {X t i'•'•.'; �(7��' 3 }5 uX C, Workmen's Com, ensation and Employers' Liability Insurance. This insurance shall protect the frr4r;; 4'4i > Contractor against any and all claims brought under the Workmen's Compensation Law for the state oi- y,{ states involved in work performed under this Contract. It shall also protect the Contractor against claims gt: for injury to, disease or death of workmen engaged in work under this Contract which, for any reason, Jfrtty�E 3.� may not fall within the provisions of the Workmen's Compensation Act. ,. ' Ml Workmen's Compensation Statutory pp { (?,•: '1 Employers'Liability $100,000(each accident) $500,000(disease-policy limit) f t+' $100,000(disease-each employee) i .) � '4•"'i, ' d. Comprehensive General Liability Insurance. This insurance, to be on the comprehensive form, shall protect the Contractor against any and all claims arising from injuries to members of the public or z;a 7 damage to property of others arising out of an act or omission of the Contractor, N1 g P P y g y his agents, employees or subcontractor, in connection with the operation or performance of the work for and in connection with VA this Contract. In addition, this general liability insurance policy shall specifically insure the contractual liability of the Contractor assumed under the foregoing Paragraph, " x Defense of Suits”. - z ?' u The property damage liability coverage under this policy shall contain no exclusion relative to blasting, ' explosion, collapse of buildings, or damage to underground property. ..33'•t•��i�� t y�„ K:2000.153+AEP/WPC/SPECS/SPECIALPRO,DOC SP-4 .3' ., t �:'^'..""mot ,.r r... x •,. i ,'t, .'1:` ...n ,� '�il�. 6{I} t.'f'i�'y N ''ta '.$ ;5k t J.,,,ti�,. .nc+,.ww+.+•iMhNa��'#p�4�1 � :T'!�"3i Cw�+�.......�t'.». \rte^f��' l�w� �r 4i--4. fc, '!f« ! 8!'.J ''Tt-�-ft,' ? ;.V' it 3u'�•'Sn^tt51 'r ';�re.< El,t:,,r:,.,�;, "%1y G ;, .� t.:t al<,: \.'t,,.'� r.y., Y ,I,yrt;d t1.\14''4 n� Yt •� 1f '.2' •lrf�#o;?\, :f,.y,r•?.,,:r;,r. ff .,.3..,,,,�,,•!('�, .r t.-, ,s. ,,+,'; .x, ?i�. I ::a. .i t t _ St tr ..Yrgs;-��:3 t �' ,� •is. n., �• ,+,rtytgC, tt'rlddrs ? i.? k a. <,..,,cdY tr,.t'; r .i r, d � z �1 �''S""",�fr»i lr�.• ff, i � y t rt, { ,'d` L. S r i ". t S fi 1, \ 7 •.� i�•�� tt �' 7; tr, I .I•,r:,v .� r iz Z t �' r•: lar S�{�.e,t �!st.y�y�':�,�,�' u� � r "i };`Pj�`�1X S: ,a'„�G1',a;r;lls�il} r.° ''i ,,;x•.: tl,i FF J r, ✓� 7 774 yU- C A i`t !�i tL.,n;Grar r.r 4 ' f� v t i 13• t ;�� .t d ! l,N .\ r�, t' i t t !9 1 r {: Ir t .�� i} k,;,t i A r�!',';i ' 4,. , ' I .5� 3y il .Ut 144r*''� i�sr' i\r is," + +rt t: �y'x+lt f ,ie ,t f�, r vS ,t r I"✓ �F. r :r7 I17} J ,.`. ,i} 4.s.t1 '�{ri ii'')Jx�x {7� 'd x976.,7 tk�'.�'y�,�•{,r.T{� 8� v, r;y,r 1,. .,,L.. :.t. '\, 't-. 11.1 t ..\ .0 .+5. I. :.,s,.,l,.:� 31�{. u�"y %1%''.'� � ••t: �/, <�'Fi !�fe�•,�'rr}'4' �x}s1f r; t .�} •:yy�� 1., S f rt S �'y t ;, 1 { ' \ 3',,'� Yt�t�sllar�.islt.i�•+ki..an ��r b ,/\ >�.0 z'as i> "'0; # �Y:SyS{.1?�<'l,,,iG3:j!:ttsJ1`.r?1; s' :t t - .. .. t }.,i:tj .ZS y.i*•1f' !�t•4n`"5,;�i'�'�" 77 � .pl ...+frS/Y,21`{J + Sj},. • l 1 , '•}ll� W.'i.ty�:YT}$)f°{C}, y�S♦y it,�.. ✓ l�k rky�i9,y,sya�.M',; '` rr' r' � M1.r «,.:.w. ,a;P+'�.'GY!+:Jr?r., .ra.a,•rs'.i,n•e,.e ,t.,»•...a.mw.r«..,..,_.._ ,.,.,»,r....w.......».._,...�:.°.s..,»,.,i;x.......w.-r.:.iw::iL.wn=•FJiu'r i. ,p+�ih�rr,,Y;}s1, �F•c»nf+lin+ i:#reiir7t'l tvl Miirajv..�...,,r+..e.»,+..U..«e:�...w,e:»....k..W,... +•,...,.................. ... . .. ;S G 1 Liability limits for general liability insurance coverage tin der this policy shall be not less than the ". following: Bodily (personal &advertising injury) odily Injury p (t $500,000 (each occurrence) trT' 1 $5,000 (medical expense, any one person) Property Damage $500,000 (products-comp/ops aggregate) $500,000 (general aggregate) ' $50,000(fire damage) e. Comprehensive Automobile Liability Insurance. This insurance, to be on the comprehensive iA cyan' form, shall protect the Contractor against any and all claims for injuries to members of the public and Bey.,'M• '{11{f't:.t'�` damage to property of others arising from the use of automobiles and trucks in connection with the performance of work under this Contract, and shall cover the operation on or off the site of the work of all t�3,.t � ' ls':;;•, motor vehicles licensed for highway use, whether they are owned, non-owned, or hired by the Contractor. --� The policy shall include an "all states" endorsement. Liability limits for automobile liability insurance coverage under this policy shall be not less than the following: Combined Single Limit $ a P kt, g 500 000 each person + 3gi,rt� }iy1 ' GENERAL GUARANTY. Neither the final certificate of payment nor any provision in the Contract nor r� � lM.J� Y 1 �1'+.tJtF'lM SM1h�I r• partial or entire use of the improvements embraced in this Contract b the Owner or the. public shall constitute an acceptance of work not done in accordance with the Contract or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The {; d, resulting Contractor shall promptly remedy any defects in the work and pay for any damage to other work 7 4. therefrom which shall appear within a period of 12 months from the date of final acceptance of the work. {f•;.'r: i4rt r,;,, The Owner will give notice of defective materials and work with reasonable rom tness. In the event p p repair work is required, the Contractor shall remedy any defects and pay for any damage to other work resulting therefrom which shall appear within a period of 12 months from the date of the acceptance of r. the repair work. i Y`• f.• .1` EXTENSION OF CONTRACT 'DIME. The Contractor is requested to bring to the attention of the Engineer, by letter, during the progress of the work, the occurrence of events which the Contractor considers may warrant extensions of time under the conditions of the Contract. If the Contract is not completed within the time stipulated, the Contractor shall at the conclusion of the'work, present to the Engineer a written staterrient presenting his view upon all matters of time extensions• r 'rr The amount of all extensions of time for whatever reason granted shall be determined by the Engineer p with due consideration given to working seasons and working conditions. In general, only actual and not hypothetical days of delay will be considered. The owner shall have authority to grant additional extensions of time as they may deem advisable and justifiable. bl.' �9 *,'` 4 r Y i• , Promptly after the award of the Contract, the Contractor shall submit fora roval to the Engineer a P Y PP g tit written program of construction outlining the proposed operations and the order of completion of the various parts in sufficient detail to demonstrate to the Engineer the adequacy of the progress to complete ,.yqyf£ the constnrction within the time provided. No payment shall be made to the Contractor on any estimates r . ,,4, ,a until such a program has been submitted and approved. , K:2rM.153/AEPNiPCiSPECS/SPECIALPRO.DOC 1 SP-5 i�.r ., ,y 1'•`*;' s" r. It. Hr° _ i r P ti !r , i t., a.:vi rt. M to .t;�S r..r{ s tt 71 t j. 4 f •'.} i. `r�.t,•, it c ,�Xr :fit i`:',i:'�kn,, ,e.t.{..�,tj� �� t Si. I� �,'�.i .t x�.rY'. 'I (!:�•.tC;,3U,,y,1.i.;.r' , '1; r. �1...�;.; .{:4t ,.�t.at' ^y�r:t..t;7qa,•.y.�`�j ''''S55 .r, "�..tt,�S',•:'�}',Y{'wx:t;,.t .Ir.,t.rr{- .r '.f r ,t" .,. � ;Fy;. ;3�'r„r '"t'�'' a,i..;f 'S;E:::f,fy,44<..iev"`s�YF�' w ,r 9 t}"!t'.f;h, ,..(. r r`( ; .+:.,,',d T t. :.c' s ',,',,•.,1; :.,....r,:1,:`'}e`. r° .Is.' `'1�.�V;'S„ .. Y1y."��,•_: f `' �,� y `t'+`4�,''.tsj%r. },lt.F' Z,:r.`}::"rt _ ; '4.',., 4r t. .' i... :2 i� Tf ..%>��!��tS, .,t } r i• �+',!*� `; y},.y<.'.' ":X• , . .�. r{5 rz .f a. ,t� ,>r,� t, .1? 3i r' a i •3 1 � 1 t t .r -:+S:a;it ,S },�r=:, .4:,rs �-�..,r➢.�� ,a:.:' .a(sg,.;}S h�..,,�,t_„>r: iI,M1;, y'•,,;i,•+4•;,t.s .0 `, ;', ci':.3.; tt: -�t i.r l r' f�({„ t, + `,t}./ r gp • � '€. ^r f 'x z tt r>; .c' f' r.7'.` n, t1 .,r,.,.,,, �Sa' M1 J'e.t Fy, .'Y . �' k.;1 iPItY:”+s �{',r•'4,{ r �l t; Y,' g' (r rri��- ?�`>r r. ..�.,t#iNt'•�`?'`"r� �.a'+AI r r' '' �1 +f° c t c' !t Ixl ' 'i "I y t + „v J' ,l:flt ,kx�4 )fy s��.')y",'iirl .%4r ,;;�' '��'::�,��'. .�'rii. tFf+r .r _ r } 'N 1 (`, '{: r' , '.t .Y..j. .I }i / !tr� tY � !I t h •„'�1�:s,lk{�`r�tr.4 r rdr•�;;� .1' Y .+1..,?' ♦.''� f t !s}tt4� ;z4.gfij. r}r5�...� �F t�i tii s�j',� �i. i} i 'r' ,. .. tr. "�,k K t'x'A'")"•t�:\�}17r'1'N"il�'Y�3�}I;,f+C'•'f�� .+�'�.":'.�t`y�L� + ,.� s t l f r jY§r ref A� IN k ' .wi.dk....nK»i:.w�:..w.,v:..,..' ..:. ,', ..• .' .:.........,..",."...,•.....,_ ."'.... .. ..... .. ......i..t„<«,..r•,. "FJYY`�1.77 rri'f1.ifSff,'t9.f'I�'�r7!rS'P,YyNOianrtrt.r..+.,.+a ,.....,w•a... ,..u. 1.-.rlltl4�.1{sJ�pq iKr �{''�•M'SK,c'' Ll 9:. Should it become evident at any time during construction that construction operations will or may fall behind the schedule of this first program of construction, the Contractor shall upon request promptly ' submit revised written schedules setting out operations, methods and equipment, added amount of labor, or of working shifts, night work, etc., by which lost time shall be made up, and shall canter with the al Engineer until an approver) modification of the original program shall have been secured. No payments on any estimates shall be made to the Contractor after such request is made until a modified program has been provided by the Contractor and approved by the Engineer. Execution of the work according to accepted program of construction, or approved modifications thereof, shall be an obligation of the r .:�:; ,;. ,;;c'.;.;,, Contract. (4rcFr1 rt,ltF,.,(,.'y.�•f'�t•j.'�ri{A':... Should the Contractor fail to complete the work on the required calendar date as stipulated in the Proposal Y y Engineer or within such extra time as may have been allowed b extension, the will deduct froth and monies due or coming due the Contractor, the amount stipulated in the Proposal of said extension of same t �1riwz is a that the work shall remain uncompleted. This sum shall be considered and treated not as penalty but as �' �,:•.;t�j��`? fixed aureed and liquidated damages due to the Owner from the Contractor by reason of irate-ferc ce with business; convenience to the public, added cost of engineering, administration, supervision and other items which have caused an expenditure of public funds resulting from his failure to complete the work within the time specified in the Contract. �'t.:;;. ' ,� trnl ld41atrl,,tt. � '•1 Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its ;:,c•';v+ ' ' completion, or after the date to which the time for completion may have been extended, shall in no way �ti,'rAY"''''' P 1y4.x tl,c:.. . operate as a w P waiver on the art of the Owner of any of its rights un der the Contract . r !,.,, :ms��l.;• Neither by the act of taking over the work nor by the annulment of the Contract nor by requiring the Surety to complete the Contract shall the owner forfeit the right to recover liquidated damages from the ur c:: yr; Contractor or his Surety for failure to complete the Contract within the specified time. s,.:, CONTROL. 'j DUST Adequate precaution should be taken to insure that excessive dust does not become r` 2 'jV`wi airborne during construction. No separate payment will be made for performing dust control or for the fsrix '"kf :ti- water used for this purpose, but the cost of these items shall be subsidiary to other items in the Contract. �,.54.tL5�`�;.�•" lr1F �.ir t ('rtYlS.y`•rr', rY CONTRACTOR'S RESPONSiI3ILITY. The Engineer's project representative shall not have 1 responsibility for the construction site conditions including g safety, operations, equipment, or personnel '`"`'``'"°•�' other than employees of the Engineer. The Contractor is responsible to construct the project in y conformance with the Plans and Specifications. The Contractor has the responsibility for safety, safes precautions and safety programs on the site. He has the responsibility and duty to provide a safe working environment for his employees or employees of others over whom he has supervision, direction and control as well as providing a safe environment for those who are required or are permitted to have access to the site including but not exclusive to engineer and owner personnel. t� CONTRACTOR DESCRIMINATION. The Contractor agrees in the performance of this contract not s'+'' E%ri ((� + to discriminate on the ground or because race, creed, color, national origin or ancestry, religion, 1 �;;•:- , Y ��,•r<,,. ,�,r,, • handicap, age, or political opinion or affiliation, against any employee of Contractor or applicant for ' employment and shall include a similar provision in all subcontracts let or awarded hereunder. k. b ! a ! K ,., K 2000.153/AEPhVPGSpECS/SP[CIALPRO.000 SP-6 J "A 7":.'•,•'�'� rr,.''�' •i?" 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S hI .Y Z : !1 1 4S�tS..YL 5 P I'fr.'� 9 i.t�"S.�t Y,Z�t�{kt �'�'3�`S t�R� {T �d �. rs i• •�itWi.arcaw.� Si,:a1�,.S.,.t'�i.:<Sis.,,:b.,,:...:n.ai,d�7Mt144t�A�N,'�169?F.SRAN,N�Jp�' 4.t BWR MODIFICATIONS ny MOBILIZATION ,” '{ ,fi=.• Item Mobilization is hereby added to the technical specifications with respect to the paragraphs and sections cited below, 1. DESCRIPTION: This item shall consist of preparatory work and operations, including,but not limited to,those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings, and other facilities necessary for work on the project except as � g ry P j P provided in the contract as separate pay items; and for all other work and operations which must be performed J,. or costs incurred prior to beginning work on the various items on the project site, ,, r7. ' y ' 2. BASIS OF MEASUREMENT AND PAYMENT: Based on the contract Iwmp sum price for :f "Mobilization",partial payments will be allowed as follows: r (a) When 10 percent or more of the original contract amount is earned, 25 percent. (b) When 25 percent or more of the original contract amount is earned, an additional 25 percent. ' - Ixaa: (c) When 50 percent or more of the original contract amount is earned, an additional 25 percent. y . ' t' n, �jYtlr (d) When 75 percent or more of the original contract amount is earned, the final 25 percent. MIR : f. �P t1tt7: Y r t yy33'' n 1, x� T.WW bli•7s1SPECtNi,dn1 tMc MOB-1 Pk �Ar. 4 .7•�i..,; ��'ry � ., tJ�'W�' l' '�✓f!„ �'�+7tu��'�� C :X N f,. A7 r'�' Ln rs• t�%y •� \. � _ rC�t��r,�',�`.'�'�7+� + L l�• �}tf }�t 'f��`�C�, go �r 6 �' .f� ~i 'I ,t k. ,:,^��' ,� ti "' iT., .�, �"_',,i�k'p,��,�� ;, kk,�'�^�.�.�7�+��'�"�'r,�3��`` r� tY`�f,✓'i��F�yz��s�� ' � ?I--� ' s2.1 'I'Yi ..;1'd• j M1# �YF+,?:, a`ttr.J"t5:�„Fr &�2 w� a a ,,,,( �yi }.4�;^/•i,?(f�Fi h't� �' 1,�.t i � iiY��.L ,,z,Il�'Jr ee Ali, f..� r.• ,Q” i r `SF. r.�:; � Y. „� .v, t, t .S; �Itf .,.';`;f 'I rr >'' ,. n. ;��.. , •sy ,,}.�:..r'V�'T (( r; ti , r;;• .1, r t t ,1 :''� r !. ^�. ., .t Zr' 7.P t V rF` ;�<,;,�9,V;s>•^,S+ � �; r''' � .i'.:4. 'f�' t r gi 'r� ', .• ! S r •,� Ci t:5 r < r .�. it > t ' { t.r,'{: .5. 2 �c r� r� � 4.� y: t r ;ik, 1 t (. 1 �} ( ° rd V� r:.X• ;t' .d.r< ��s.':`�,t:r'r a' rrr a,•�.°�'? 5r � !,, ri: r�•• a 4Yvj4, oa,,, y`;f,,y,t f'rj� ; xt. „�o:s1 .;,{ ✓ . '.F J w tFr it"r 14r,' r+ r fr;`ti •[i�xx 'k , C': r,}a t L t r r t 0�� 't"`� 4 t ��a s�";+fit �r�x'�Yt«if�t��'�`os�'�J•�"� Bey}'f ��"� �' �"� d �. '� � f ',*,�t.�. z �1"�,> �t,�43 �°t tjk v u �+ t�9."Es^� at)�t �d,a� �. �hJ�'�� ,+' p �9> f �• . • � * z : a t'�7 � ? �i t z, t--d+d'a st ! s f I `,s ;� ] 4�+4t r� ��4�� YT�'s",,1v'��,7 �a�ir`i t.�{��i��}tj��t'�S�tA}�r3.•�'�� ,� 4�'�'`�$`��t b ��+�, t .ask s 3 BWR MODIFICATIONS t , TEMPORARY MARKING,LIGHTING AND BARRICADES F' Item Temporary Marking, Lighting,and Barricades is hereby added to the technical specifications with ;Y� respect to the paragraphs and sections cited below. " iH �f ry1jy/ 1, DESCRIPTION: This item shall consist of all temporary marking, barricades and lighting shown on 3 the safety and phasing plans, and required in accordance with FAA AC 150/5370-2C. This item shall include all materials, labor, installation, maintenance and removal to provide temporary markings from diluted paint, +' fabric,plastic,plywood or snow fence, temporary relocated threshold light assemblies, low profile barricades, > + and temporary measures for blacking out or powering down runway lights in closed pavement areas. ' 2. BASIS OF MEASUREMENT AND PAYMENT: Temporary Marking,Lighting and Barricades will not be measured or paid for directly, but shall be considered subsidiary to the various separate bid item in the Contract. •'�zx� }.aS,�k, Oak L� ?at SF tN. :.{ iP d i;ti:Y .lY�i K� �kr it i ,k ii114 � s .i .y Sds ,t • t Y. t 1 f t.fit .•. r ,rl ctvvnsnwrc�rr•.ca�rn�7roanHSxx TEMP- 1 5.n � ✓ '{ Yi,t G f ,r 1� h ttr" t h tt ryt IBM rt f �' t�r`f}1 3 • AM RV q g(F3�kSZ.. Frs�lr�i'y�r t� i.,jt r a� i }:k�i Jt f�f. Sa s t ;�„t i , 7f. Z ,t i ;h_Y 'i :S�•1. .F tiF�l• ,i f,rtl�i �4}��,.;li°.y' 4.,�� l,gi;,, r�.,r.:, {:r t )t°.t<,�'tt':.�v i`� :.i t r �d , . �n:.a ,. ,�.3.K.,:�. ,�(, .��,k,i,, •IS�.r �_ ��4,r Y�. :;�,,t. k�,t��ra;t�r'i �fr {:y.r:•+ikL.C.}, 7 t j' �'< '� /fir! �' r. t'�,a r jtM�v. a�};� t. t 1 ,,1• 'b 1ka'� F .Yr{�1.i' i , f ..a.. t .i ..f t' .)+'.r,tv 4'l ri `fir l7�•.y{'i'P �'}`+`� tf+:� .,','£�"•` y r rtt+ c wtr i47 i s , F :: }.;..�n:.FA ti6'SJRwsri> 115e1wtw+1<Jiw..in.w.:w•,J+:,:i.:..,...w.r:,....,,�....1..,,,,......+,«.,,....._.. ,.w...,,s-:aru-'sM:Y�',v+t!+,,al,•+'." 'ti?1�!:Ed?!'a'�i''L'$a'tX�tM:kttito^anerY):rn}.�v»+,.+.tw4valF�.t+.dashbdwF,r+Le'4;;,GI+w.elr.�.eww.NiwiwA7k�itefiti 'r; I'T'EM P-101 SURFACE PREPARATION -k7 BWR MODJIFICATIONS TO ITEM P-101 ta+2 +Y ;j Item P-101 Surface_ Preparation is hereby amended with respect to the paragraphs and sections cited ''°` t`' below. ' 101-3.1 Removal of Existing Pavement. Append paragraphs a and b to include: Any associated baseL; rock shall also be removed and disposed of properly, either in an approved waste area or in an acceptable "ritya1�,.?{ location within the project's embankments in conformance with Item MO-152, Excavation andI Embankment. This associated base rock removal shall be considered subsidiary to its associatedn '"" pavement removal bid item. 'f 101-3.2 Preparation of Joints and Cracks. Deleted.` 101-3.5 Cold Planing. " • .f � Revise the subtitle to read: "Cold Planing or Cold Milling 101-4.1 c Joint and Crack Repair. Deleted, ' 101-4.1d Paint and Rubber Removal, Deleted. �� '� ,•Y" . 101-4.1e Spall and Failed Asphaltic Concrete Pavement Repair: Deleted J':II � 101-4.1 f Cold Planing: REVISE the subtitle to read. "Cold Planing or Cold Milling" A, ADD THE FOLLOWING SECTION: r} ' �{'t`�' i 101-4.1g Fulldepth Saw Cut: The unit of measurement for saw cut shall be the linear foot. rr� x{ ' f4 R•' Fulldepth Saw Cut shall only be measured in conjunction with the item "Existing Pavement Removal." Any other saw cut shall be considered as a subsidiary obligation of the contractor iiXt �J covered under the other contract items. t` t};��w r��Jr4's;.r TECHNICAL SPECIFICATIONS ZI 101-1. DESCRIPTION This item shall consist of preparation of existing pavement surfaces for overlay, removal x. li '. o existing pavement, and other miscellaneous items, The. work shall be accomplished in accordance with these f g 1 p `{ specifications and the applicable drawings. ,is fn rr .� 101-2. EQUIPMENT All equipment shall be specified hereinafter or as approved by the Engineer. The � equipment shall not cause damage to the pavement to remain in place. 101-3 CONSTRUCTION 101.3.1. 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'�z,:4�j't�t•'��Yta�''Ca'. ,'� .f.L�Fr; {y r -"Clkrr 4 51��'•.'5 rA} t` t .t IS.t [ k/f( � Y' `,�.",5• �,":�.,yy tF., c" "ft u.7Fs.a, s` ,i ".tt ` t r t'� Stlt.f. r} t7f;,v>d�.Ys{'��ita'i.!4�1?l�j'PS �iw �. Try:r d:.ti;.6•uw.ka:.!.ti'5,..,,m:+i.. t. �; Ia �! ,c_Ja.i� .-t^lAt:vu,�,r.N.SyNga:ipt4 r,Y,9`4'�i` a.i,.c'k.�F'.{1, Y. r,..r,'<?7.tN.FF:*frry'�,.',t!,u;Y�it.4,�I.,NOP:D:..r.Mn,n�.: t T `�'` .r�''�i�` �: A?�'�„ .,,.... ..3... ,. ,.«.. ..-.,.......... ...._ ..G.....+....... .. .._v.wa.f Xis..,...._.•.-i,'.f.LUiJ" 5f 4�r,,�.'��, �., k't s7.xb�4F4. 4:t.. a. Concrete: The existing concrete to be removed shall be freed fi•am the pavement to remain ur:le.rs jackhammers are ersed for the complete removal. This shall be accomplished by line drilling or sawing through t/rej'"1 complete depth of the slab one foot inside the perimeter of the final removal lirrrits or outside the load transfer� .. s devices, whichever is greater. In this case, the limits of removal would be located on joints. /f line drilling is the distance between !toles shall not exceed the diameter of the hole. The poi?ernent between the perir►reter of the i t„ pavement removal and the saw ctrl or line-drilled holes shall be removed with a jack/ramnrer. Where the perinreter;;� of the removal limits is not located on the joint, the perimeter shatl be saw ctrl 2 inches in depth or 114 the slab t: "''`'"'��'•y'�'� `? � thick►:ess, whichever is less.Again, the concrete shall be line drilled or saw cut th,•full depth of the pavement 6 inches inside the removal lintits. The pavement inside the saw cut or line shall be broken by methods suitable to the Contractor; however, if the material is to be wasted on the airport site, it shall be reduced to a maxintturr size ' designated be the airport owner. The Contractor's removal operation shall not cause danrcrge to cables, utility ducts,pipelines, or drainage structures under the pavement. Any damage shall be repaired by the Contractor at `7t�t'rf:;, �ii3"t`: no expense to the airport owner. r#�tktii p 4 G. Asphaltic Concrete: Asphaltic concrete paventew to be removed shatl be cut to tltc all de ep th o St the a• tl " J,,•., bituminous material around the perimeter of the area to be removed, The pavement shall be removed in such a manner that the joint for each layer of pavement replacement is offset one foot from the joint in the preceding layer. This does not apply if the reproved pavement is to be replaced with concrete or soil. If the material is to lie iyl wasted on the airport site, it shall be broken to a maximum size as designated by the airport owner. 101-3.2. Preparation of Joints and Cracks. r�'1 ^'"• r� x T ; All joints and cracks in bituminous and concrete pavements to be overlaid with asphaltic concrete shall be cleaned .f of joint and crack sealer, debris, and vegetation. Any excess joint or crack sealer on the surface of the pavement R dY I shall also be removed front the pavement surface. If vegetation is a problem a soil sterilant shall be applied. died. c. t. , .... � ;,'.. Cracks and joints wider than 318 inch shall be filled with a mixture of enurlsifced asphalt and aggregate. The aggregate shall consist of limestone, volcanic ash, sand, or other material that will cure.o form a hard substmrc 'r, _ :.' The combined gradation shall be as shown in Table 1. . TABLE 1b� rt Sieve Size Percent Passing `:; �3(( J '`r4: n,t No. 4 100 No. 8 90-100 No. 16 65-90 '' tiT:;�'"t'ff,, No. 30 40-60 No. 50 2.5-42 IN No, 100 15-30 rI S � !fin No. 200 10.20 ��s'RN. li3Ji'fij rlt.t� fg,r raj r�'titCi,i•tip ' Up to 3%cement can be added to accelerate the set time. The mixture shall not contain more than 20%natural sand w!tltocrt approval in writing from the Engineer. The proportions o asphalt emulsion and aggregate shall be determined in the veld and may e varied to acilitate "'t P P f l .f b .f :�� construction requirements. Normally, these proportions will be approximately one part asphalt emulsion to five parts aggregate by volume. The material shall be poured into the joints or cracks or shall be placed in the joint or crack and compacted to form a voidless mass. The joint or crack shall be filled within 0 to 118 inch of the surface. t " <c, Any material spilled outside the width of the joint shall be removed•fr•om the surface prior to constructing the 1 ` overlay. Where concrete overlays are to be constructed, only the excess joint material on the surface and s,a vegetation in the joints need to be removed. t 101.3.3. Removal of Paint and Rubber. ; f, All paint and rubber over one foot wide that will affect the bond of the new overlay shall be removed from the ` surface of the existing pavement. Chemicals, high pressure water, heater scarifier(asphaltic concrete only), cold fh M, Item P-101, Page 2 Y:1wA131\w�\SPEC5IP•IIIICRM,Iur IIS/ISllll alA:a7AM C 1 '� ;r.?>n.',".t.yrpt,,r±-^"*"'T•""..' ;+hiwt7�i,^ KnN!,MlxtaYe'W.?cOF>t��uw.+,�+ ^...^t."..^.^^«n..,.ww.c.n .rwr r. 'a;s '�ref,• ..r�,tl k;j:rµ,ir '#��s .r�r.3 .��`�y,a�� ,'.r t ,a,••{. ` A++vw',v't rwP�yj wr...,- 1 'r c<.Stip/,-�.'FM"t� '�';,y' .af' �•x „• �5ct� 1 >, !. ..., ..4 t ' a ! S. .4 +t { i t .y. r�, i ii-i��n 4'k-:'Sa f� µ''�{,r?/,2�'�"a1^.?,,�,.:��t r,,,a:7tt,,��,� •t t� { zr.'r',` k �}p " ,. f , t ; , ,� y, 4 � }`,,�i/i" 'f�s•,�t �1=1•r� r n1 • �s5,« F, o . t..t.i �c„ t:,. ,: :i4� F i'. d r +'r �i�;4,�.,pft'�;b�t '�'?�;�`f�t +'t �^,',�� u 7}q' r,}. �r ss U j ,.�X ,r. > < s t 4 �:s,il ` p x /'t_t�, z Ti. � ¢'(�'rg ' q S;f t s i > jV) z�4 z f a�. r I ' S s'} N .,t' b u! �c rS` Xii 'red^'''•„, ar1t.' R( � d,F k, 1”`1 f t1t;�. {'r 4.'s t, •'P=3 Flt .5, X z�'M7' .}.,-'t � iv't' "{ *: y b. C Etlu'ki „ t .Er 14 �i 1 (: s , rt.-! . t yf't f#. t + >I. C.iIF,�...;t t 1 ,'' 7 r { .4 •r (u.f.yt(t;r 34l ''R•<�, tp� ? u )..c� ..s .at. 'i:p; b$++�1�+5>•3i, ,1s•}.t, ..r.J c'. ,,,,r s. '�.,;. :f n S t ,t Jt ttt lal�S'. `, 't' , ,��tt#Q;±:t•��t4�,�� c ..i) + .. i T fi" s;tt (l ! c 1. S t t. y��rr `} r.,�,-j • /i ttt{.n'�,> - i r r 11. �'^ !a ta:�,}'j `,•�'irry±}}'l''u#`�7 a('�`!b�"'Jt� .fi ¢ "5.-71Jb t ,t v r.c i.: •�"�Si�} 4.� t U r L. r�•.. F,t !i k;C F4.3'•'rs,'i'�,...� .r.rf',..,*..t..,,is ,f. ._ �, .t.• t t:�', '?.),vi' t i'k rn r.,�,t.�r' S?Rkrk�i ,, } ,, ..,,5 �,•t{. SiSt. '{ 1 f r tt g' , 1. �' Igqr�tY •.s �� 33 ^.�� ttas'S.K*tf 1.1J s..1^ i 5 ` v i' t ,�. ( 7t� r?7�A'r y,� t��i��j �,.'+•'.��f :P n tfrf��t {?.ilS k h ✓t .' 'S` i<?7,Z.,.,;,1f.�l.,r�' n+„�}Ft G y,.( ,,,. i ?� t ....,•....,. ...,......,K-....,....,. .,.—.,,,.. ...,.r,,. u,rr.,,.r. ., .. r.'_.'+:r,.,^'r�nn..'. ....c.:..,,,.a..:v:..._........ .., J_....�..:...:r.....rr....w.,�„wsd...+u.w..iai�:w�..•Yw,ri ul.:+ir.,' f��4'�� s milling, or sandblasting i nay be used. Ant'methods used shall not cause major damage to the pavement. Major damage is defined as changing the properties of the pavement or removing pavement over 118 inch deep. 1�' c•henticals are used, they shall con►ply with the state's environmental protection regulations. No material shall bc` r deposited on the runway shoulders. All wastes shall be disposed of in areas indicated in this specification or shown of the plaits. This specification shall not be used for removal of rubber deposits to in►provc`skid resistance or obliterate traffic markings where a new overlay is not to be constructed. '- 101-3.4. Concrete Spall or Failed Asphaltic Concrete Pavement Repair. LLJ {{ - a. Concrete: The Contractor shall repair all spatted concrete as shown on the plans or cis directed by the i Resident Engineer. The perimeter of the repair shall be saw d a ini ninnpn of 1 inch deep or shall be cut with ' material shall be, removed to a depth where the existing material is approved tools to this depth. The deteriorated �fs, firm or cannot be easily reproved with a geologist pick. The reproved area shall be filled with asphaltic concrete b v, with a nrirtinupn Marshal stability v/'1,200 lbs. and nnaximum flow of 20. The material shall be compacted with =^.;x;±:T-";;,;�;� '. equipment approved by the Resident Engineer until the material is dense and no movement or inarks 'Carr be note(], The material shall not be placed in lifts over 4 inches in depth. This method of repair applies only to pavement to ,.a } • ; be overlaid. {i``':lf' '`; b. Asphaltic Concrete Pavement Repair: The failed areas shall be reproved as specified in paragraph 1 7 101-3.lb. All failed material including surface, base coause, sn(bbase course, and si(bgrade shall be removed. The t<•,;;s';$; };lr:, •':f kLpt base course and subbase shall be replaced if it has been infthi aced wit clay, silt, or other material affecting the ►f'i load-bearing capacity. Materials and methods of construction shall comply with the other applicable sections of thisspecifcatior. f` t t 101-3.,5: Cold Planing. xi 101-3.5: i J ,?r`,,';; a. Patching: The piachine shall be capable of cutting;a vertical edge without chipping or spatting the `- - � edges of the pavement to remain. The machine shall have a positive method of controlling the depth of cut. The Engineer shall layout the area to be milled. The area shall be laid out with straightedges in increments of]-foot widths. The area to be milled shall cover only the ailed area. Any excessive area that is milled because the -t a'w, j'��t:,,.•'' Contractor doesn't have the appropriate machine, or areas that are damaged because of his negligence, shall not be included in the measurement for•payment. b. Profiling, Grade Correction, or Surface Correction: The machine shall have a minimum width of 10 feet. It shall be equipped with electronic grade control devices on both sides that will cut the surface to the grade .`''+{ ^; �,,, i and tolerances specified. The machine shall cut vertical edges. A positive method of dust control shall be ,,., �,'��.�;N�n,;,:'•,r; provided. The machine shalt be capable of discharging the millings in a truck or leaving them in a defined ,;T ughNcw NA;;;'t- �. windrow. {`= r gig6si " .! NtSE��f• i 101-4.1. METHOD OF MEASUREMENT srv ��ry��{{{ry'''�� a. General: If there is no quantity shown in the bidding schedule, the work covered by this section shall be considered as a subsidiary obligation of the Contractor covered under the other contract items. Only accepted 'r^ work will be measured. ''uE�'i "`"'�'1 f.•,r. S.Y. t)f ! , 1�.$.! ,. b. Pavement Removal: The unit of ineasn(retnent for pavement renroval shall be the nuinber of square >,.. yards removed by the Contractor. Any pavement reproved o►(tside the limits of removal because the pavement was •''�. �, damaged by negligence or the part of the Contractor shall not be included in the measurement fo•payments', i��, ,_!}• i •' %.�,`of� .' t"t > ,f�„ c. joint and Crack Repair: The unit of n►easurenrent for joint and crack repair shall be the linear foot of ire .n: ,:;, a,,p joint. t �•, Item P-101, Page 3 T:E+rxlS nWpcurscsr•fnlcRM.dr< 115115101�,X:37 sir '..�ti. �tr'�:iv!.1,+5tvt�,a,t u 2.'�t,,'r.w r:t:,.(klti•,r'z{,','-�Yi..'i?,,5'',,c 4�.r,:'�.'.':i(t.:..Y}S,r.r Jtrr,,V r.i 1 G e l��. .71':i z''',i.'.'"1►7 N!,'Y,t 5...r.•,'�:•r<''(d,�.fr fa r+"'i, 2 t,.�.,;,i '{ ( .9 i' t, 4)i., •2 .i.ti�;J r;vvr1t.:r'.(..,f q(r C'.•'F t'':Y.•r�l ^•.K^ , ' i F` <+,t.ri:Ko t:i y,'�,r.r+..,,.t�^ai-y;a^.^.(�).t''K,.n.+1;+,,r;.t.S 5."�".tKi.�'f..+7 i,1�x.::.-5.:f.+,+,v..•'.r';'>.i,,�'.'s-1,,:;i*)a(,.,,.sj.t,.•�.•}JrEx►.+r,''�,,at.y'w.ri±l5 r n7,^,�,<l r4r{"j..;,A"..,,Ar�nmt��M1 t�?;t,.¢yy;;,; a,,l�,. 1.•9. �,. !� ,��...{r� J1.. tSt "r ,•^,Y.':'•.�� i .r-. �JI ,.= r r.� i �j .tf�!. t�. .t1t;45 )} ,F r N:ft t,, �,F+i,.,,�,k..ttry(„3t'�lt��fylwl'""'1('y,,�.>a �� .fit, .,•�R.1. 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"•,,,l;.t%'r��{`t�•:x't,`.y.` ,R•{» 1t'Y w 3 :P. �i l N!`�, .xIN,,4.#F F'�'-•.�;p'� •4:r�{f��' f S � .�° c f :r � ....x„ ?, ..$, :�;: • w� �7+, t •n..Fi:i kz 5: 1.,1 1.{tJ .`, ] r t .•1 t Lt, !r' r c L' i ,t�P,. t'�ii�,,_r.} �tyyddr,,�� •SP�°� 's Yi5','J 'tW r<.e � .:jl i�C.:+ z;. ::, f`adf.;,F,%r ; t Yt,.; r,> ',• •i• S±:�U 4.0 it .,xf;Y' y ' l,{^ 1 ? 3r> .fir 57 t{•:.;�ri1;. �.�, r• ?f s1 �, ;'7. p;•,.T.�,?tt.. 1 t'. 4 F 1 .r, ! t t., '(`,,- • ' t 'i' :� •!f [ .Fi`i!�'�' { 'V,,..�:,.i�, .r.,.• �•� �r �� :•!',� ;.S "� ':x r t i >'i+. f J� '�f L F1'�•` :�t a• 7 1 '\�'7' .'l t:., 'Rl',a q2 }t !?;>{4,•a�;��'/ ?�`).} .f.st ,i.'�?i .. 1, •� i i� "{.. r t, a �:4, t;. F,� �A,,,:'.�`,rv} p .� (/�.b.�` ''G• g .4.�k r.+rJ'x11� 4>a.i 5.Ft r t +.95`•A� t�?,.t atp,'tn .:J• 1 �.t l', F' r., 1,t,�'3'tf t �"A +kll Ft i :�`it :',' '��S+A:�t.+xJ.�i.>Sa.aa�J..t,_-,.r.• •.,Sr.,._.r;....,1-+..«.i.+`wY+sba>xt'+itt�Mj„�M.Itb9:` '!�jt;. , 7V Fr. .e Yr.fi.Yiiv4?Sifi:}i'�1'fS�t��,p%etifX+fM`}rt>r`rM+��YtiF.Nww..u�.:.t._...t _,...ic_r,.,�:...::»V.'f..t.'t1y�FY�J:p�.�.5i:se,ra.�s}.o}..�1.:.��n�� u, ;s M., d. Paint and Rubber Removal: The unit of measurement for paint and rubber removal shall be the square f oot. 711 fl�cc "art•;r'`t . e. Spafl and Failed Asphaltic Concrete Pavement Repair: .41�;r:� y:,;�wv;�t.�;•r,„� _', 1. The unit of measure for concrete shall repair shall be the number of square feet. The avers e °x'.,�'' .�I' ` ' ` depth of the patch shall be agreed upon by the Contractor and the Resident Engineer. The quantity shall be x:44. y§`r�ufdivided in the f ollowin categories: s .a3t t•�yi},4y�.. i.: r; � .�� j Sift. ' • air'S (a) 0 to 4 inches in average depth. �` Kkj9 (b) 4 to 8 inches in average depth. ;.Y;°7 (c) Greater than 8 inches in average depth. Y ` ' '•:,. 2• The unit of measure for•failed asphaltic concrete pavement shall be as follow: - (a) As p haltic Concrete Square Yards. (b) Base Course Square Yards. (c) Subbase C nurse Square Yards. d Sub grade Square Yards. r r Cold Planin !� The unit of measure for cold planning shall be the number square yards. The average depth of the cold planning shall be determined b t the En inter and the Contractor prior to accomplishment o the work When stir ace V x correction is required, if the initial cut doesn't correct the condition, the Contractor shall re-plane the area and XV will be paid only once far the total depth of planning. The quantity shall be divided into the following categor (a) 0 to 2 inches (d) 0 to 5 inches ,r. (: (b) 0 to 3 inches (e) 0 to b inches yn § F (c) 0 to 4 inches ¢” 101-5.1' �AStS OF PAYMENT ;�T� �' W. ;.. Payment shall be made at contract unit price for the unit of measurement as specified hereinbefore. This price shall be fndl compensation for firrtnishirzg all materials and for all preparation, hauling, and placing of the material ` and for all labor, equipment, tools, and incidentals necessary to complete this item. 101-5.1a Full Depth Sawcut per linearfoot ` 101-5.lb 8"Asphalt Pavement Removal per square yard `ykc 101-5.Ic 6" Concrete Pavement Removal per square yard trr;i' 101-5.ld 7 Concrete Pavement Removal per square yard Q cp 101-5.1 e Cold Mill(0"-2") per square yard ` lkY Item P-101, Page 4 r: T.14N)311wiw%SPECS%P.1111CRr1.diw 113115A11 at k!37 AM �� ts; v-Mq�rJ+��df,,,�+^K�Pr•«,Zy,•,i„sr.±•�, �yp�/R�oy��gl r'•F""•,r �.-r„;�•.-yi..'•+, ,y,t, t • �. .,3jF3j,1't'3•}'•S!'ft+.! Z..''1�,5,'r�r+.ln�n,i,b.r ''�N°°L�"'��;;0.4k�n c'r`.ri yY'ZI•nn t t t.. � 1: 2 y'✓1•' s ,^ t "t?'Y�i2+�wv.«rew�,T{� 1 aN, t• . # ,}. ,1's L�.`.• tl n4r�5 f t}a!tu.C,.r tt,,,,:?z1a „�,. 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W;1. v :i;S.F ,�„d•'�L, .s 1 i3 z}” ,�t,4 .1 (: ,M"Tr.tF, "` a 5,�7Y'r,u .J tt�.+tk'',t f, �f`Pi 1"h d.V�,tCr .�' ,? 7 �: f � � t.� .� x F a �., .�, � s. .+1c f � {t'+'I<•'-gyp; 1��'h. � e 7 •'' :•k. '.'t,'f;, ��" ,-�'1: r' �Fih�c`3�?k)'?;'n•fibt•';l�.f:;'YV:c"��''r:' iittrX4r .; .. �iyrlt}i>.t r,z +r, .tfpr ,i. 15.,.,;t��71Yt .ts:t,;t't.�t.,.�i`�`�'(tg:�.' �''SI' 7>: ��tY�°.. '-'• e,.1 -; 1 y 4 ,x[,15.r•. .+ f ».iWf ;•r„ � rMx� ,� j .'Y � •r,;-r; 3 t ..�' } tc F tt.,,.. �r.r,'::;r A .N•e i i k �! n — ,�c� ��uf''��'�5.?v.1'!t,S': .1Ff;�;,,;'C�;:ern>,s:t`t,f ,et. tl.;�;tti_ �tti.., •`�. ;.��'rti. r t t' r,.r,. t i �r.��'��i�?i ,~�a�;.'{�cr k •�� :z; >z Cw�i �,,.7•a v '4 rb tf '�'j }j �7� 7 s ^�� *r r�}ts. } r .i:r '1 z r t� r .�.•s•.'��r} t, „,� �;' ,�`,�� ,�trt }. f . ��' t,'✓�t�r( s �"' t� ,Y x? '+ r t rt„ o �- ,.. <' �. �r, ,�. 4r, Y{v.t� f;,x,. � 1 � { �V''+y,{�yr'. Fs}}t ,' ift I`r Fr^,� r.t;+i• l tP] r h�;x. F'M1rt7 wr.i i Y t, � .. i t 1..3t. 1 .>`Y t z,•, k .;51 +. .�f'#;.�,��t�, ! '}5 a, `� ;�, t' � 1 rf.;: + z�'til:. 4, 1 E t�{, .,t't1}; ,.„riS x d xsE' vl s, S S,< ,' v ,'_ L } r +., 4. , ;t, �r •1? t ,;.;1 w ?,�iu �,, ,3• .~,.':; � "«:>'S"+rrd4:.i��'sRr`.�^•l,i. .tai .-b.. , i 't. i' ,t !,i ,,r V ,{.,`t rtY tF;•Vr >,�t,r.7,.1 ti �.#,.:F�.�� re ;r�� -N r'.t!/.rsr Nii'S'. �i •. r`{+ :,t !' t 7 w .�: {{+1 y,r4 "t.f Y t {y,�' �`,��Jr�c� � 5rf t,x�t*�;d,jr,i,1,.,�'$.i';�rry,� \, i,,ppt'i4Yt�7.,.7t.P �, f t :,ar t � .+t �� py5 �.;. "'`t"�'P E' dYv•:;Sjt �' t$„ 5.,, Mtti,:$ 1�z,.��.:!t�:.?}}i n,.,,,C`t,'r1 .tt':, t �:.;. n 't t:�j. � �S jt'fii:�,��? p,{�r`�Sxa�11+,• a , i,•ry. `la'�f,iCrlr� y3irjf:t t�5 t 2.;4 '`7� 3 4 '111"y ri'ltr" 'n Cil'. .. t• 4+•:p, �ytC rig 3 p ,,3 �. ' ' � � ' /J wetilP�R.KRL'r 4irYU{.L^4� riu@ iuwkl.,ntti�i«.i.,WN.i:-i.:w..,.,.+waw.,....,v.... r.+.tx,✓47rt.t.4!M1X...X7«a'4�intat9' r.l,.,....,,,.....1r_...,...... .. .....r...s..+...i ...:,,:..::5.....,,y�,:..4:.::J,.rL+.C..,.n ; .:.j ITEM iP-151 1 r'' CLEARING AND GRUBBING MODIFICATIONS TO ITEM P-151 Item P-151 Clearing and Grubbing is hereby amended with respect to the paragraphs and sections cited below. i + y:4 :. r this section in its entirety r 151-3.1 Delete y and eplace with: k�• "' �';}�'.��` �'•WY€�''f'i'r t'�.Y --1 The quantities of clearing as ordered by the Engineer shall be measured as a lump sum and «'";F', ; be paid for at the contract unit price. ADD THE FOLLOWING SEC'T'ION: j%�n h 151-3.2 The quantities for clearing of fences shall not be measured for payment but considered a --� subsidiary to the bid item clearing. rYa'�t`..•"��' ` 151-4,1 Delete this section in its entirety and replace with �' •:�': rf,-,-�::� ,r,..,, ,,3��mil.*•!�'':'�., Payment shall be made at the contract unit price per lump sum for clearing. This price shall be full t'it.cj'r,' fi r!i: compensation for furnishing all materials and for all labor, equipment, tools, and incidentals I, •�tir�� necessary to complete the item. " s. +i f. �c 6X A1L�4` 151-4.2 Deleted. .i�` t� i t•.r1'7 .fi L 151-4.3 Deleted. :ll TECHNICAL SPECIFICATIONS 151-1. DESCRIPTION. This item shall consist of clearing or clearing and grubbing, including the disposal of materials, for ail areas within the limits designated on the plans or as required by the Engineer, t s UN1 f'W?r�:: {na Clearing shall consist of the cutting and removal of all trees, stumps, brush, logs, hedges, the removal �=Jt��f � • 'i"t'..°`. of fences and other loose or projecting material from the designated areas.The grubbing of stumps and roots t � 1t t lsr will not be required. Clearing,when so designated, shall consist of the cutting and removal of isolated single trees or isolated �f�� groups of trees.The cutting of all the trees of this classification shall be in accordance with the requirements , ga; To for the particular area being cleared, or as shown on the plans,or as directed by the Engineer. The trees shall . f:1. be considered isolated when they are 40 feet (12m) or more apart, with the exception of a small clump of Oil" , approximately live trees or less, w 1� Clearing and grabbing shall consist of clearing the surface of the ground of the designated areas of all , i jt�Y ' tr: trees, stumps,down timber, logs, snags,brush, undergrowth, hedges, heavy growth of grass or weeds, fences, tats^ structures,debris, and rubbish of any nature, natural obstructions or such material which in the opinion of the ' Eilgiijecr is unsuitable for the foundation of strips, pavements, or other required structures, including the fibbing of stumps, roots, matted roots, foundations, and the disposal from the project of all spoil materials ;L . resulting front clearing and gnibbing by burning or otherwise. .FE �, Item P-151, Page 1 I.3`rN1c lj%h.%Sill( II.131 J,a U5115/III at 8:40 AM rurrw«. .7�T!••r•.. .7• \� : ;t t,»..;..,,... h�.,,. rk 7,.Yt ,7{. r� ^7'::'14 �'' «S S°:'''�:.'��'''.�'^��S°`e t.: {� a, ,"f r k tY''i ^�!M/.: .""SS^. .t., ,' -,t:. _ .�..w'""'«''«'`� :s 'i. }•S;w '�•� ��.Nr,,,y�?H,..f :t;+.• •+#,.,s 4,�. t ��>r {3 `� � f{.. t�S.�4- t , 'tf., ft r. :s,.t: s.7ES. ,'i,..i,t l: .:r.� F ',Y:� F.Pr `'',`i,t �x.St ,dir,?' tn. 2`Mi. i'=�f's f�n 4h• !�u, l '��. k , b.ib..,.4t.. ,:, },�,`>t t.' � ,.,✓ ,47.y� .. ..+ ."4 1 t ..t•' :.t, 1 t.l�. ti ,r. �?.,?1�}'{(.4 SS,tr:,rS..S�F.:1� Sit)�"i�i ��-^��*Tl��+l�i ,� •G,.r�,l• �.��. �a .5,4,•{f:Nv';,\�{1< �'+sfl;' >.44�,.� F k. <�•, S +t .}: t ; s:l ;t r,�.l�x,},,7: 'i ;Cd ,>:.,.t>X :�, rs*;,+t m;M. �:'.V ,+y� M��4:=`S�' . !�; t .',L ,•t:.�:;irre�,ir ngi.' •++J i'i. 4 T it..,:`tt.t .s r;'4 }'xra.' i i4S _.$,r .,,, '.: , :, ,,.t. .tt:'r, !' .,t.S;is! iz\a,rt'ryJ •yt 1`�} 4;y :1i.0 s,�s� ,k. 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T e.,..(, i r '1!,.'k'� ../.a F �'sLL� ,Yn'f .'�..� �, r� ..�•,t 1• yy {y;'; ,5,:��"Y1'sne;;7 EL 4. +, ,£,r e s' s: •;V.. i ':,. ,:sY l�s t r �,t t� `�'F? �{.e >'x,,��)) ..-,t',� S 1� tt hr''taw. .. •1^„ �. .,;7: ti s. ,'t,. s'. ";. '( Fs... f �Ir` ".�?''`?r}5y��'�fF ��'.s•vi� �:a�y+�}'�7��t�r� s !cu�}t 'ty r L . ,<. , t.. v.. � t :'.:a <•l ' ri ra•it} t t�.�.�Fa r�ti��ti��Ste tt t�r y ¢, �r � ,c r i ., .. N 7 'JJSS rrl•L Iii; ..�i,, rr~•-�. {'k111t-.{,!L{�r,,r r ii t 4, , y�'j: 4�•¢r:f.t��, ,',.�qY ii,, > c r .. 4)S:i- �t;YX':,t >;'t+.:l:`d, tp,,: .r .t 1 ,.vs��.r ..�,i� 1T(: d' i:{ t t t M �aa ✓„c f £'1"'i �;':;,�. .ill { ,E'�'�Xf.�`,Y.'t. ,.i.,,t .t .. ,rl...<,', ia,.r,:,f? ligrtl;,rSk�(��'y.�r-�,.•n y fit«'' ? G:.i {ysw ....c...!,t�`'.;Yiii.,...,,.k....._. ... 1',.r .:.. ..... .a .,,.«.. n.::4,.Rrriln'r '.,•L++a k.,+.r,,.,.,•.......:... . .... .. .. .,,....•..w•r.ro•e�x.,t�. ..r..`.•,h..+..47+1fAA 3<1tV<Yta.n.•rxn,,.a,a..r....n.�v M.....w.. .t..,:...:... .,.,,..�.._..,...r.+.'+'.++.at�irr�J/. � r�,�S+��{;i„t'� srt� rs� t.. 151-2. CONSTRUCTION METHODS. t �» 151-2.1 General. The areas denoted on the plans to be cleared or cleared and grubbed shall be staked V ' Y _ on the ground by the Engineer.The clearing and grubbing shall be done at a satisfactory distance in advance " ; of the grading operations. All spoil materials removed by clearing or by clearing and grubbing shall be disposed of by burning, when permitted by local laws, or by removal to approved disposal areas. When burning of material is permitted, it shall be burned under the constant care of competent watchmen so that the surrounding vegetation and other adjacent property will not be jeopardized. Buming shall be done in accordance with all applicable laws, ordinances, and regulations. Before starting any burning operations, the Contractor shall notify the �4 agency having jurisdiction. As far as practicable, waste concrete and masonry shall be placed on slopes of embankments or P i r ��ts l channels When embankments are constructed of such material, this material shall be laced in accordance Yku.t' 'sx f. d,.Rr:... with requirements for formation of embankments. Any broken concrete or masonry which cannot be used incf;=.,;F' ;;, ,;};r.;, construction, and all other materials not considered suitable for use elsewhere, shall be disposed of by the a Contractor. In no case shall any discarded materials be left in windrows or piles adjacent to or`within theme° airport limits. The manner and location of disposal of materials shall be subject to the approval of the Engineer and shall not create an unsightly or objectionable view. When the Contractor is required to locate a disposal area outside the airport property limits at his/her own expense, he shall obtain and file with the Engineer, rP P 1 Y P g P ermission in w tin g from the P ro P e rt Y owner for the use of private property for this P rP ose, If the plans or the specifications require the saving of merchantable timber, the Contractor shall trim the tst C.- 'fsTMt `z5ry;r;'af:j limbs and tops from designated trees, saw them into suitable lengths, and make the material available for t �F 'JJ' 4.5 removal by other agencies. An blasting necessary shall be done at the Contractor's responsibility, and the utmost care shall be taken Y g �'' 1. '.�tir� }� not to endanger life or property. 'rl'`.} 1 The removal of existing structure and utilities required to pen-nit orderly progress of work shall be accomplished by local agencies,unless otherwise shown on the plans. Whenever a telephone or telegraph pole, conduit, sewer, roadway, or other utility is encountered and must be removed or relocated the pipeline, Y Y i t Ji Contractor shall advise the Engineer who will notify the proper local authority or owner and attempt to secure prompt action. yr M 1 �5 v�`rfh 04 �r <t Gn.h ( ty'd air. rj� r1 v¢1r1k��r Pv"�rar Y 151-2.2 Clearing.The Contractor shall clear the staked or indicated area of all objectionable materials. Trees unavoidably falling outside the specified limits must be cut up, removed, and disposed of in a ja��',�r,��,�' rte•7'�. M1 Y =i satisfactory manner. In order to minimize damage to trees that are to be left standing, trees shall be felled toward the center of area being cleared. The Contractor shall preserve and protect from injury all trees not to be removed.The trees,stumps,and brush shall be cut to a height of not more than 12 inches(300 mm)above r- the ground.The grubbing of stumps and roots will not be required. eta: '`' . ' "F,#?"j7•�'�: When isolated trees are designated for clearing, the trees shall be classed in accordance with the butt diameter size as measured at a point 18 inches (45 cm) above the ground level or at a designated heights specified in the proposal. ' Fences shall be removed and disposed of when directed by the Engineer. Fence wire shall be neatly rolled and the wire and posts stored on the airport if they are to be used again,or stored at a designated location if INNthe fence is to remain the property of a local owner or of a civic authority. ;'i 11 t 151-2.3 Clearing,and Grubbing. In areas designated to be cleared and grubbed, all stumps, roots,buried logs, brush,grass, and other unsatisfactory materials shall be removed,except where embankments exceeding Item P-151, Page 2 T99905I%wpLWECS%P•IS I Aw 05/15/111 at X:411 AM ` �'j hr' ...-,•.�±•,... ,..r .;'^",,. '*{.'' !?ntxTt +rp •�«•MC.p�a n4uM°«�n '4? 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In cases where such depth of embankments is to be made, all unsatisfactory materials shall be removed, but sound trees, stumps, and brush can be cut off �tiz;j within 6 inches (150 mm)above the ground and allowed to remain.`rap roots and other projections over 1-1/2 .� inches (37 mm) in diameter shall be grubbed out to a depth of at least 18 inches (45 cm) below the finished subgrade or slope elevation, Any buildings and miscellaneous structures that are shown on the plans to be removed shall be 'F demolished or removed, and all materials therefrom shall be disposed of either by burning or otherwise f-WO t``�:•.,.;° removed from the site. The remaining or existing foundations, wells,cesspools, and all like structures shall ( be destroyed by breaking our or breaking down the materials of which the foundations, wells, cesspools,etc., ;0 r7l are built to a depth at least 2 feet(60 cm)below the existing surrounding ground. Any broken concrete,blocks, 't) ;?� �i ;.. , c::i or other objectionable material which cannot be used in backfill shall be removed and disposed of. The holes �5_+,.�,�: "s' ` U f mirk or openings shall be backfilled with acceptable material and properly compacted. tYt t�srh,;r `. . All holes remaining after the grubbing operation in embankment areas shall have the sides broken down * R- to flatten out the slopes, and shall be filled with acceptable material, moistened and properly compacted in ;i;`un layers to the density required in Item MO-152. The same construction procedure shall be applied to all holes remaining after grubbing to excavation areas where the depth of holes exceeds the depth of the proposed excavation. 151-3. METHOD OF MEASUREMENT. 151-3.1 The quantities of clearing or cleating and grubbing as shown by the limits on the plans or as ' Yi�r ordered b the En meet shall be the number of acres or fractions thereof, of lands specifically cleared or cleared `"r'iF,tY,r Y g P Y ,r � �n Y, and grubbed. Y.yS�, `` ?'�J;' When isolated trees are designated for clearing, the quantities of trees, as determined in accordance withg ++5'Frl, .A.".� ranges of butt diameter size, measured at a point 18 inches above the ground level at the tree, shall be paid for ,, according to the schedule of sizes as follows: y ,,35rbrfi w Then number of trees: k',• 4' r' From 0 to 2-1/2 feet butt diameter1,,:.cekSti57;';.?. From 2-1/2 to 5 feet, butt diameter f? -; For 5 feet or more butt diameter 151-4. BASIS OF PAYMENT. 151-4.1 Payment shall be made at the contract unit price per acre for clearing.This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to P g rY III J11, complete the 'stem. 151-4.2 Payment shall be made at the contract unit price for clearing isolated trees. This price shallj5;� �;;ts ' be full compensation for famishing all materials and for all labor,equipment, tools, and incidentals necessary to complete the item. .'z.r q s t' rf,ifi 151-4.3 Payment shall be made at the contract unit price per acre (square meter) for clearing and 11°r grubbing.This price shall be full compensation for furnishing all materials and for all labor,equipment, tools, t •JIM, � and incidentals necessary to complete the item. III(CCC'www �t�1 Payment will be made under: Clearing per lump sum ' Item P-151, Page 3 r t'', r.ktr,tt9nw{�tsrecstr•191.a,� 0915/01 4t 11:40 AM � w 1. 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G,�rY.!I!.•.rr.. : f, i r y s� i''+t� )�tii{ Y ,1 iiill s ITEM MO-152 EXCAVATION AND EMBANKMENT DESCRIPTION a r t 152-1.1 This item shall consist of excavation, disposal, placement, and co action of all material 'h = .i m ma encountered within the limits of the work not being removed under some other item. This work shall be �,•z�,��yx��y>,��,,; ,' performed in accordance with the specifications and in conformance with the lines, grades, thickness and typical cross sections shown on the plans, or established by the engineer. .� ` Y' g t er i.4W4�} 152-1.2 CLASSIFICATION. All excavation will be classified as hereafter described. a. Class A Excavation will consist of all excavation not classified as Class C, Sandstone or Igneous Rock. t tin t�,'7:�`�;•r,., r.,... b. Class C Excavation will consist of the removal of stone in ledges 6 inches thick or more. A ledge will be considered to be a continuous deposit of rock that may or may not include thin, interbedded seams of soft material or shale. The vertical limits of each ledge will ber'}'•(>°{4fV`"" y a^�i4{r} �r determined b beds of soft material or shale more than 12 inches thick. The beds of soft �•.•<<"*- t' >4'•: r*::;,,i:',+,;. is�.,.,.•,. ;••.j material or shale will be included in the measurement of Class A Excavation only. Boulderskiri±' or other detached stones, each having a volume of 2 1/2 cubic yards or more, will berr''"jr' r� considered as Class C Excavation. My c. Shale, fire clay, chert oint flint rock) broken b intermittent clayey Y � Y Y Y partings or clay seams, stratified chert cemented with clay seams (hardpan), and plain or bituminous-bound bases or surface courses of macadam, gravel, broken stone or similar material will not be considered a 4Lti#{`t as Class C Excavation or Sand .; . stone Excavation. ; k ri Sandstone Excavation will consist of the removal of material determined to be sandstone in ty?�':,.;:�, J! ledge formation. Laboratory analysis will be made, if necessary, to aid in the determination. SF�'��r`��„> s F.. �;.T�i. cFr ,., I`,� e. Igneous Rock Excavation will consist of the removal of rock of igneous origin (porphyry, F�:, 9<jrR��.3��:,a{. f.';: granite, rh olite) occurring in continuous formation, or of detached boulders having a ;5'�;.,.:z '.•3' ,�t' '' m of 2 1/2 cubic .'! volume c yards or more. 152-1.3 Unsuitable Excavation. Any material containing vegetable or organic matter, such as muck, t t :� •",,,+.. peat, organic silt, or sod shall be considered unsuitable for use in embankment construction. Material, when approved by the Engineer as suitable to support vegetation, may be used on the embankment slope. 152-1.4 Barrow. Borrow will consist of approved material required for the construction of embankment or for other portions of the work in excess of the quantity of the usable material from requiredx s� ti;,?• excavations. Borrow material shall be obtained from areas within the limits of the airport property but outside the normal limits of necessary grading, or from areas outside the airport. The contractor will be responsible for obtaining the necessary cross sections or measurements of the borrow area before and after excavating, subject to verification by the engineer. Borrow will be classified in the same manner as other excavation included in the contract. CONSTRUCTION t TION METHODS 152-2.1 GENERAL. Before beginning excavation, grading, and embankment operations in any area, the area shall be completely cleared and grubbed in accordance with Item P-151. : t J� +I T:%')-11SHwrw%SPGCStMO.151.J!w MO-152, Page 1 , ,S Rcv.S/I1Q1 �ry kF � ...y«.rsx. ..rt,�,-q.;a..i,..,r,,,.t.::1•" :"t"° — cr,^ —,-•.-'.-,...«.,... ..� '��y,�.i t •• ...?..«+.,«n-";,—,” i.,yf,.i.....kro.� r•,•P.r;, r^t, ;:2w ,., r4 iA:.;'r!. ,& Y .yr.,t',.=?�'`f.,.> i .�i. .t ,.c' a ✓' �. ':,,..+' ,t.^;""'".Y"�'J^'!'?" f':?"'�.14, 5' 'fit c t' r. '�., 6.,pit' 'Fats t ,t,.:,;,,t,,•:�? �,=. � +t',.?t. F'x''f.1�'�Cr;,�J)� U �t'r,".k , PJtC it �' i !• .�r, _ G!' t � .t 'c' t a !f .1 r x i t �` +,' r rS•i., t, . de xr;..;, 4'k,. 4r 't! � S;,f, ,i ri�•N ! :i�'.t,A' v,trlf�rC�r�{',b;n.; ::� t,'t5,. ,,r. 5'. 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E,.�;.},.» .. .. .. �.� MP .y 9r:... .".4.4^tlX+s•r«aTr,c4r.A�.w, ._...... ,,..,,...:,..r._....zLI.S.•,a.l., ..,, ..,..>rSi ; � �ry 7',xy r rttri f ��' P rh.�� s• x 0 11 S ,+ ' x < A .rte The suitability of material to be placed in embankments shall be subject to approval by the Engineer. All unsuitable material shall be disposed of in waste areas shown on the plans. All waste areas shall be graded to allow positive drainage of the area and of adjacent areas, The surface elevation of waste areas shall not extend above the surface elevation of adjacent usable areas of the airport, unless specified on the plans or approved by the Engineer. kit ' When the Contractors excavating operations encounter artifacts of historical or archaeological Ell' significance, the operations shall be temporarily discontinued. At the direction of the Engineer, the , Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for their removal. Such excavation will be paid for as extra work. = a,' Those areas outside of the pavement areas in which the top layer of soil material has become compacted, b hauling or other activities of the Contractor shall be scarified and disked to a depth of 4 inches, in Y g pri i order t pulverize the to and pu v soil. If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits, utilities, or similar underground structures the Contractor shall be responsible for and shall take all necessary precautions to preserve them or provide temporary services. When such facilities are encountered, the `,'fii{f''„f�/r{ J `' } Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor iJ shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such facilities or I structures which may result from any of the Contractors operations during the period of the contract. 152-2.2 EXCAVA'T'ION. No excavation shall be started until the work has been staked out b the Contractor and the Engineer has obtained elevations and measurements of the ground surface. All ,r All suitable excavated material shall be used in the formation of embankment, subgrade or for other u�!r�;,';: ,`ay;;' �1l• .y� , purposes shown on the plans. All unsuitable material shall be disposed of as shown on the plans. `= •��f}�' f�� i��' When the volume of the excavation exceeds that required to construct the embankments to the g rades I indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed, When the volume of excavation is not sufficient for constructing the fill to the grades indicated, then;^ ,Y`;atiyG1�M,. deficiency shall be obtained from borrow areas. �;J ,�;,,E'=+;r;�.<,4��,.'•',?_;;.z,i The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary tfs r,s f"pia rVi4j„k`{. drains and drainage ditches shall be installed to intercept or divert surface water which may affect the work. A. Selective Grading. When selective grading is indicated on the plans, the more suitable �l` 1,'F�+�`��'� '��4�h•i:,' material as designated by the Engineer shall be used in constructing the embankment or in capping the tea-��;�' �� T•1�. pavement subgrade. � rt �ti•.�. ��,�,,,,t 7 i i� ;4+j, ,; B. Undergrading. Class C, Sandstone, and Igneous Excavation for runway safety areas, subgrades, roads, shoulders, or any areas intended for turfing shall be excavated to a depth of 12 inches, ?T or to the depth specified by the Engineer, below the subgrade.This excavated material shall be paid for at the contract unit price per cubic yard for rock excavation. :,f. z 4�. Excavating and undergrading in rock (i.e., material conforming to the description of Class C, Sandstone ; or Igneous Rock, when the contract calls for classified excavation) shall be performed in a manner to j produce material of such size as to permit being placed in embankments in accordance with the :r ` requirements of section 152-2.5. Where rock cuts are made and refilled with selected materials, any rock ' J Mr 1 T.17vllsl\w{,c\SPr:C51110.137.J,k MO-152, Page 2 Rev.5/1/01 ( u r ,4J (( tta' '";�`t*J^,��ti v yt K r Tti� t t'"."'r�F y'^^•+--ry.u+.,w...r,Y,Y,p »r*.-,;..e,--:�„n rr nj7t< ti•+(, i } ,W.:."+' 1vc },tf i :i r .i f;, :/' i.'�, C: 1 t J S,' 'ry x';:ri y4`i9?,jp� iii'>.S:t•t�+' ,u'gf.'t a{.'`'•f2 t �� t "kl•11r�yt-�\i�(..1111 k1�rr+�'!,� f{ .�V��. L{.r k7S�.:St '�i"' rF:•t �., !,,j 3, Fi 1 �':nJ r r,{lr.t 1 f.. {�.1)..kn *:,�l1_�R {t1�,�,llJ,y,.{y�' „t{�, •n }�' rr y,''- rr. r' '�+�rnh r;t;r•ii`''S,v;}'`;`tsar. :y,�r 1. , ,t. ''{ j l ( 7r;1 11 7n �' f ,a ,V akt,r,"S T^t r t '%a't,, ,u{'t,l��.C,h;..�, ,.[iJi ai",rS x�ee y"'�"�.r�F fv4tj:f .7. E, r } •.i - f J, R '''y ..r, F.+:'y7'.',,�,.'G",s\',.''.i t. hi,,�^y. i tul". ,z •�: �E' a ��Pt. i •.rrtt,r�Y7 A ?t .t. s r, z, fi t;�;+.,s,f� ��`. .�a;p,J,• '� i ?3 �rv�`t �r?Lt ,pwA v,/Jt rtt:Yf :^.••..k. ,,,5 M,I .,. r., r. ,.+' '<2: pr kr- dr,+,�,r1, ti. i• v `r Y�J)f F 'y ..fa':n\{;..c...J.�l t,j,� rl�. � ( i r ..J,,,.f.,r.; t (� {t t +��,�� t it b:k�;..,�{, ••a�;n:t+,},7`•i:°:;J�.S1.4 41{„{'Y, �tti !d � 61 t 3, lGt 't°M'P 5niR' k i .r f �. sr + ., I s.a t � t t, t y � 10 T!5! i 1 y 1 `n it�4 C Pik 14.1, 4•..t :sl:.. ,art .SI 3Lt. l,t, a #} 1 + r ' s ,it ' :.tt:+,;r;;r' it'`vS•5,:,'�•"r'°l,F q ft?` ''A s� ,�.•,a>' S!{�, {• j:: 5 � 1 �.i:, � E '.�.1?,.;•t,tsk^',Gp`� r� 1 !1'Si�'":�.6 .:4'F,'^t'•i�� X34 sr��'iF�}.}it n. , .Yr 7 'r } ?.. ,t� 1 ,.+ t , .:}, S d 'ty$p•�"R.' aS fl• k� z7,.t..t •� tr 1 y*if' ts� o>r y t: , ,ti 5 :1` + t 7 Y,t v: .t�', '� s. H"�,4R9SF+1 354"d.:h',64Mtlilrh4sbriininti,w+.....ewi•w..,'-.......... ............ .................,,.: .:r..r,.kee.r..,n,rvxt.ra+. .�7i's"",+t^e..,v:r,+.a ,..A......., ....,...._.. ..,, ........,.........,,,..«...+•..,..a,.,r..:.,uw:1.:...A#w?,ir ��y��i�.RR.It, ti. t b + ? " pockets created in the rock surface shall be drained in accordance with the details shown on the plans. , ? Care shall be taken to avoid overshooting when blasting, r, a Muck, peat, matted roots, or other yielding material, unsatisfactory for subgrade foundation, shall be removed to the depth specified by the Engineer. Unsuitable materials shall be disposed of at locations as directed by the Engineer. This excavated material shall be paid for at the contract unit price per cubic 7 �y yard for Class A Excavation. y11 { All undergraded areas shall be refilled with suitable material, obtained from the grading operations or borrow areas and thoroughly compacted as indicated in paragraph 2.5. The necessary refilling will 2� 'iii•7:iri'j�•�' �` constitute a part of the embankment and shall be paid for at the contract unit price per cubic yard for ` Class A Excavation. i.. C. Overbreak. Overbreak, including slides, is that portion of an material displaced or ��:t;�,�;;�►;;.. I g P > P ��,. loosened beyond the finished work as planned or authorized by the Engineer. The Engineer shall ;f determine if the displacement of such material was unavoidable and his/her decision shall be final. All overbreak shall be graded and removed by the Contractor and disposed of as directed: however; payment will not be made for the removal and disposal of overbreak which the Engineer determines as avoidable. Unavoidable overbreak will be classified as rock excavation. lx 5l D. Removal of Utilities. The removal of existing structures and utilities required to permit the order!y pro ress of work will be accomplished by someone other than the Contractor, e.g., the utilit1s. -`�►; '`L unless otherwise shown on the plans. All existing foundations shall be excavated for at least 2 feet below the top of subgrade or as indicated on the plans, and the material disposed of as directed. All foundations thus excavated shall be backfilled with suitable material and compacted as specified herein. •tit,/,tc�,r�,+ r#�,, �i0,'q C. Compaction Requirements. The subgrade under areas to be paved shall be compacted to a 7;;•;�5w� ,;,.. depth of G' and to a density of not less than 95 percent of the maximum density as determined by ASTM �i�rii'^• t3E$V D698. The material to be compacted shall be within +/- 2 percent of optimum moisture content before rolling to obtain the prescribed compaction. tG'•'i,F`'��s'.;�'.': LAM F 1•Sji�k7 5yi�}1{.;,.. There will be no separate measurement of payment for suitable material removed, manipulated, and .;( P P Y P replaced in order to obtain the required depth of density. Any removal, manipulation, aeration, replacement and recompaction of suitable materials necessary to obtain the required density shall be included in the contract unit price for excavation. The in-place field density shall be determined in accordance with ASTM D 1556, ASTM D 2167 or ASTM D 2922. Stones or rock fragments larger than 4 inches in their greatest dimension will not be 'Y P ermitted in top G inches of the subgrade. The finished grading operations, conforming to the typical cross section, shall be completed and maintained at least 1,000 feet ahead of the paving operations or as ,. ;, directed by the Engineer. > In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to y line of finished grade of slope. All cut-and-fill slopes shall be uniformly dressed to the slope, crossx section, and alignment shown on the plans or as directed by the Engineer. '' �M,`,`= 4 �. i a` Blastin will be permitted only when proper precautions are taken for the safety of all P ersons, the work, ;fi 7 ''''•. and the property. All damage done to the work or property shall be repaired at the Contractor's expense. ^L; •,,,,,�;,h,,, P P Y• g F P Y P P t� ,•. f�rf '3. All operations of the Contractor in connection with the transportation, storage, and use of explosives shall conform to all state and local regulations and explosive manufacturers instructions, with applicable l' TAIM1314"'ixl%F`rCMMO.1s:arw MO-152, Page 3 Rev.5/1/01 `r+ F ^t°�^'S!"r.."•"'^':it'.i,^•.... ,r ^-r••-,.Ir-^ ,-.T.».,wxw..wMFpasxriWrrr�r..r..,' ,.t a�-s' ^:v';^; ^•«;7^.;,ir•,]•'i^`•s ,, �""i°'t. ,,�'4 .)h t r4l t•,,,�,,,.'r r:,,t I,,�'i;• ^,y':, :'l.r.. 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(. .'p •fi �I:,,'t='«'.:"!' .3{r F u : e tt�j�{ .rwr„ j n j i itk: hkr�i•.4t !)'.tr f 51 j ! i ..t, } fys {. �^iii°f�j,,}i;,a,ju, .lig''.�" 11) ,5, ' ! ..�•. r')14 r tf.,r•._•..1t tyF-.,G °'if.!•'rR"• J � 0 t.t[. ..•)�a,,nyy..l•�r� b1. r,l x-:t7 n.. .k ih.... -.. . '' .� J It.i � 2 ✓1�1 �r,F? ,<rq:M{ 4A.lj1• i;Fi}1G ji�r;r„}J+ '),(}' ri' ?. .L� f , }'.J ) f ), t. ;Yl T{ t""'hr•: 2V' "} t:.iYe�., p .�•. { ,-, YM �Amrs•,� ' i} t f'1 t,- ?l t I t:; r, t IFo s' f y .i if S x� `✓'r��j''•.' ��it r''r" r. i 3' < r r yti7 y rJ•'$• �t�,�X G�r+� ft !F t'�J�.,f. f �.! }ti'.�i I i7S '._ of j!./.` .,�1�6d,•, ya Yf ,��7y'3 b7. s .JJ:.t;w+r"..`�.....,::ti+d�..:t..c.:i:,....!., ,. ......_.........,..,.•...wu.rr..,.....w d...,.r.., .:,rN•'.~,:�y;•"ts VTt.. •?..,�t�ili°•'+7.41?,^R fv 356?x},93„i?K:�.h:V.t:s.�vrm.nr.” .r,.-. t .w.. v .. ,s f ti�, , {r r q;+AA,, '1+� '�'%f'. ._.. .. .._ ...t...1Lz�1�,:.i •S'i�}'rS b�Ir�l:., approved permits reviewed by the Engineer. Any approval given, however, will not relieve the Contractor of his/her responsibility in blasting operations. ` Where blasting is approved, the Contractor shall employ a vibration consultant, approved by the ( , Lam; Engineer, to advise on explosive charge weights per delay and to analyze records from seismograph recordings. The seismograph shall be capable of producing a permanent record of the three components I•,: of the motion in terms of particle velocity, and in addition shall be capable of internal dynamic II calibration. tWV,+I'M {�?F`' In each distinct blasting area, where pertinent factors affecting blast vibrations and their effects in the .Y area remain the same, the Contractor shall submit a blasting plan of the initial blasts to the Engineer for approval. This plan must consist of hole size, depth, spacing, burden, type of explosives, type of delayr )� + ,,�•%' sequence, maximum amount of explosive on any one delay P eriod, depth of rock, and depth of .f: �,?i = ' ,'. rit•, overburden if any. The maximum explosive charge weights per delay included in the plan shall not be Vi '��°#` `` F.F I increased without the approval of the engineering. The Contractor shall keep a record of each blast fired--its date, time and location; the amount of explosives used, maximum explosive charge weight per delay period, and, where necessary, seismograph '.{ records identified by i ns t u a nt number and location. � !?�jy;�•rvrx„�?ru'''t�t t These records shall be made available to the Engineer on a monthly basis or in tabulated form at otherisrtl; ;,:: r;.. times as required. .� ,p tAu.tll {t(�,� d,',• 152-2.3 BORROW. Borrow areas within the airport property are indicated on the plans. Borrow shall ` `'r' `n� t1 ! be made only at these designated locations and within the horizontal and vertical limits as staked or as ,� directed. Borrow material shall not be placed until after material from required excavation has been placed in the embankment, except as approved otherwise by the engineer. 1�PX N When borrow sources are outside the boundaries of the airport property, it shall be tile. Contractor's t-� '•a I}'�t,��l�,�;,�n,�t;•:'. responsibility to locate and obtain the supply, subject to the approval of the Engineer. The Contractor ' shall notify the Engineer, at least 15 days prior to beginning the excavation, so necessary measurements and tests can be made. All unsuitable material shall be disposed of by the Contractor. The contractor shall not excavate beyond the dimensions and elevations established, and no material shall be removed prior to his staking and cross sectioning the site. If the contractor places more borrow than required and thereby auses a waste of excavation, such waste will be deducted from the borrow volume as measured ;, 'Y'. y � r Fn in the borrow area. All borrow areas shall be bladed and left in such shape as to permit taking the necessary cross sections after excavating has been completed. The finished borrow areas shall be Ir ,.,, approximately true to line and grade if so specified in the contract, and shall be finished where r;, rmq ' ,,f :. practicable, so that no water will collect or stand therein. =;' f& lr 7 ;�K; �t-<ctj, �`�i}rf•:.y.. 152-2.4 PREPARATION OF EMBANKMENT AREA. Where an embankment is to be constructed to a height of 4 feet or less, all sod and vegetable matter shall be removed from the surface upon which the embankment is to be placed, and the cleared surface shall be completely broken up by plowing or ` scarifying to a minimum depth of 6 inches. This area shall then be compacted as indicated in paragraph `li° pr,c. P P 2.5. When the height of fill is greater than 4 feet, sod not required to be removed shall be thoroughly :; , disked and recompacted to the density of the surrounding ground before construction of embankment. Where embankments are to be placed on natural slopes steeper than 3 to 1, horizontal benches shall be 1 , constructed as shown on the plans. ,.;A- T:91X151%wrwkSPECMhi0-151doc Rev..5/1/01 5 ' MO-152, Page 4 •dy�' r} ✓f� 1 a..tt�,r,'4�^ r 1:m...,..-,T++-..^.-�•v..-;I: ..waupwt7aNrNf}NV+ tlw'.tger! '�>w!ro.•--- ,`�`""'.I' .,,tr, ..k`rC L'-0'�,ig.{.f1,fi��,S,��,Tl�;�sr 3�'r t��h 4 r �5 -+t y t t t �.r..t t ti ry r Ir ti `tri r4}l rtrttdY';•�j+�tgttli••C,#�lq,r•I�?�r '�.' I r" �r"=t l.;k;>' l�tz jf�itl�ita x>v j,}'r �7,/?`!.. r:lt .at � t ,i. } , y � �f:.j. ,{t t )i�. 5 dr.t�`'�i':'t`£'j'Y•�;•l�j'i�:?�:��'�,�f• .trl. 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'. t � 1' l}f• r i i.('r• S}jk j'i j I 1 '••;f•y txa fL �t� .\A ky 4!i � , J. f •.1 ) ( Il;\.� .l L R4{'fyK tt.�„fit•,,' �• YIt � •¢',r•it q,5 tJ �+ r{'• ,t ,�, s j Y t � t 5pty ,• ��: { j�,ff .<p(fi{ }p �`If�ji x.t Jt J it � })� 1 i 1 �.`,ft�� t}, i) i .. � �Ii 'i s"11 Jti4�i• trr t 5''��.�rZrt',�rrk8�'.JI tr�17 fT�'.r;+t i�+ 91',`•{ t�ij. tSy i �; ti c 7 �41i illl�?,k{f' .-i�Y y5�? a,t t{ +t .k •��t , ... �.i '� t r+ ;' , 5•r J v e,?�7✓ jy� � .7J. i<f 14�1(': i 1�;A .,i" .. `'.S4 J,,�. ,..' r`•.F t .3,�,u;��r7:t� `t`�f0,;,`��.�,ltCd4f',r fir',..;:lA�i ..l,ht rty''3r, rr7.(.�{ v 5 ..1.• t.,,, t:',:. ,. ., .. 7 .C�M1 ; ,f 1JJ..kdF)t H}ht c4r y)f 11N, yt tt+y i S 1,W 13 + t .2 '?7 Y , � f' a tr rYz�t+4 ��' y t'Jt'J`��< t•� n ., ,rr > � rti ✓ t. �,,. ,c. , ,? J , f .', f i;,nrrcdy.? }ff'LL✓:�� dvj[��'"��' ,k`.. ► t yr �, � 5t ,. ` ':�, � .+,.'' { ," f < . lr r{tr�i� i4..• �R��e, ��,� i^rt t.. .r� yy rt) •+.l}}�i'!))� 'lv�'Yi° <1T,VI r� t t{ ( r ,`.� ' .,.. .. .'., , r > ''':. t tl t f,,an�a.�•7i n{f t/ ✓,' .i ,.i••.. Al .v;�,•r".�i. r.>n• n.rer.KmnkAe)5wrhr„Nwinti�:aN.e:'�5��' &u�tl)�l�,J}d�?�.'}�{.�r`kityyr�r,.Tf�.�17`'' �1.,1L',..:..v.v.Maavi„'J,i.Uw,v.,wb«rr..i.+...d.....«.,....,___.,...... ...r,.... ^......, ....,._..... .. r k .,hk:w. .r....,�,..,,..,...,....._ .. ,.«.,..,. t�,+ }V"tt,'.{'}'+1•,*''�'.�'i�Y3n ., 1.1`11 CS�yl4 15A{tk a No direct payment shall be made for the work performed under this section. The necessar clearin and .`, grabbing and the quantity of excavation removed will be paid for corder the respective items of work. for r F ` 152-2.5 FORMATION OF EMBANKMENTS. Embankments shall be formed in success ve horizontal layers of not more than 8 inches in loose depth for the full width of the, cross section unless 6 71 otherwise approved to the Engineer. The grading operations shall be conducted, and the various soil strata shall be placed, to produce a soil Fy,t ,riznia structure a shown on the typical cross section or as directed, Materials such as brush, hedge, roots, lrF'=1 ;`?<::;. stumps, grass and other organic matter, sha11 not be incorporated or buried in the embankment. :f7Tx; �s LIJ Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained ''t ; .�r;yxz,,.:, 1 because of rain, freezing, or other unsatisfactory conditions of the field. The Contractor shall drag, blade, or slope the embankment to provide proper surface drainage. r �f The material in the layer shall be within +/-2 percent of optimum moisture content before rolling to obtain the prescribed compaction. In order to achieve a uniform moisture content throughout the layer, wetting or drying of the material and manipulation shall be required when necessary. Should the material be too wet to permit proper compaction or rolling, all work on all of' the affected portions of the ,} + embankment shall be delayed until the material has dried to tile. required moisture content. Sprinkling of r>, dry material to obtain the proper moisture content shall be done with approved equipment that will G sufficiently distribute the water. Sufficient equipment to furnish the requited water shall be available at all times. Samples of all embankment materials for testing, both before and after placement and j compaction, will be taken for each 250. Based on these tests, the Contractor shall make the necessary p1tl Jwtry °z w:".'': corrections and adjustments in methods, materials or moisture content in order to achieve the correct ri•%'� 1� ?w* 'r! embankment density. Rolling operations shall be continued until the embankment is compacted to not less than 95 percent of j maximum density for noncohesive soils, and 90 percent of rnaxinmm density for cohesive soils as �F L�u� •1 x_ determined by ASTM D698.Under all areas to be paved, the embankments shall be compacted to a depth TWO,.<< T of 9"and to a density of not less than 95 percent of the maximum density as determined by ASTM D698. is✓'fit':°'rv4:'-{`-R'''' On all areas outside of the pavement areas, no compaction will be required on the top 4 inches. �.�� 1 L�yih�j v.✓�.? `. The in-place field density shall be determined in accordance with ASTM 1) 1556 or ASTM 1) 2167. ,,trek- rJ•f,t�'f'r In lieu of the core method of field density determination, acceptance testing may be acco nil)lisped using a gage nuclear gage in accordance with ASTM D 2922 using the Direct Transmission Method, The nuclear shall be calibrated in accordance with Annex Al. Calibration and operation of the gage shall be in j,. m accordance with the requirements of the anufacturer. The operator o1' the nuclear gage. must show ' evidence of training and experience in the use of the instrument. The gage shall be standardized daily in iY � ,J'j ' accordance with ASTM D 2922, paragraph 8. a'Y ,7..= Use of ASTM D 2922 results in a wet unit weight, and when using this method, ASTM 1) 3017 shall ber,Yt'; , ;;. ' used to determine the moisture content of the material. r•I'Ite moisture gale shall be standardized daily in accordance with ASTM D 3017, paragraph 7. Compaction areas shall be kept separate, and no layer shall be covered by another until the proper density . ' ';,A is obtained. �S t Sfir.l i NA r y �.4 RF4Tn;�t ), 4, k +` T:�rN)Snw'rtt•lsrCCS%S10-152d'W MO-152, Page 5 Itev,S/I/01 7 s 4 ••�•r,-er.rz-nrr, , .»n»'awiv!aiwni w"e ':r t✓ d' i ::rt S. 7.f 'T'I^,-p,=177; �'�'` .n.: \) �, •'r .r?f .lf �1? �N' .rl i .•i a. ` ` y:"l�i ut,t rr ! to .iy” , t i .7 ,L4.0 r.. f{. t.' ' f s, `� ,•-K'. 'rq r},Ir;$..4"sS- itr>12.. t ''i' 1,2a'- .,� •14 i�+ 'iN�n'4 ..+?.,>;ySJ�.. .o n�i ,.,`' 1.0 r. ? l §,. .z •+ Yt ,li,. ? ;.< .f , to '.f..y':.'.. :f f �U r. �:,ytr b S '�4+ �• F•� W 4 'y a t 5 � I> F f t ' h 7 .`.i { •Y a .4'�:' :r + • '��,,#.i`,C/'3�`v��"��.s.('�i1.7r<,.. ,).t t, '.(r� .Y1+ � ..,...',. +t ' >t f Y �` ti ?`4 i t �'✓, k`tf 1 +. 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't J;+'•y,z..•';'3yJ t. , 1S i` r .i.; r :'r "'!, r+ a<f""' _;n;. ,...�t�rifs•. r:'.�;a i''✓ Ste � ;tit Ff..✓,+d:u. ,a c.�..,�Y,., r , ,,, �i t K"'.,,':rt'7:'3.: .1.! ,+,r'-`r :1 .'t k7 ,� t,'. r: i•'i.` i t r :f S. ,kit+ ,. iSr�'��,?Y t��,'• �,�,�ti��;4��X s{'�;�.. � .•, � ,r : :i � -�1 ..t. { .s ts j. tt t;tlatit r^F�:hdx+r�k ✓,�, , :.i p if It fw�1{'X�aSj. 1'• ,' *� r� ,j t x(. �r ;3i + r: ♦ , . r ri rtlf{i�"zSzt ,� ��t ,. , �i1 ,rt 'f'.# rt.�,1'r q v''I�� t�C3 Art '�.,' t1, l d ,r'ti! 1:f'E f, 'I't• ` I 1 .�:It ? .k�S rL i'ts, rty�'�s1tF; 1.,t,£n}�yf �¢ :;,�, �rx✓,ys''i.�t• •C,,7 ,•atE s sfi:i. s 7 .I: .r rt{'s,1Jt}{s� {r:f'r �',T�Y��4if^Ykf'ItiYY�r�4�. �'1 � 3'1j t t ,J 1 �•, a�l r .. il��M1''t':,`��Yily..t t�t.�`"fir i'�ii rr`; .:�� e.� 1'Vt YI SSI (�} J r f .t +r ' ' `.tit t `t Stl\ t�� P,r°Kv< t"f,• .:a�sM,....1�.,s,»:.:,»:..,:,.a.„•:,...,.... 4 ....4r,:,.rt<xwaP�t 7h?S4'�^rC?`"s.'tnt:."rr?f4yl.,..vs..T.4` !r•f..;» 7 ,........... .... . ........ ....,..,.»...r.,.e•..,ainw4;i »,.._..,... ,.,... ....».._.«.c....I.....Z�,:.. ,..t..,.....+-X:.J.:tti ! t wLSr�t}�.T S l�k wi +df ,IN'T'I During construction of the embankment, the Contractor shall route his/her equipment at all times, both when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over the entire width of the embankment. The equipment shall be operated in such a manner that ti , hardpan, cemented gravel, clay, or other chunky soil material will be broken up into small particles and become incorporated with the other material in the layer. In the construction of embankments, layer placement shall begin in the deepest portion of the fill, as ��Rf `}� f placement progresses, layers shall be constructed approximately parallel to the finished pavement grade ;s;r,}F,,kfY;Y J t qMi I, line. When rock and other embankment material are excavated at approximately the same, time, (lie rock shall be incorporated into the outer portion of the embankment and the other material shall be incorporated z�y'�Yl�.c rf%tfitf .7 under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimensions ► r;l�ia{; r?x:=.,1' P g rY g g will not be allowed in the top 6 inches of the subgrade. Rockfill shall be brought up in layers as specified f'>a f'Y� itu�>" or as directed and every effort shall be exerted to fill the voids with the finer material forming a dense, com act.mass. Rock or boulders shall not be disposed of outside the excavation or embankment areas, except at places and in the manner designated by the Engineer. , When the excavated material consists predominantly of rock fragments of such size that the material r-° `' � �il'rt'r`_r �• cannot be placed in layers of the prescribed thickness without crushing, pulverizing or further breaking down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2 feet in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and by distribution of spans and finer fragments of rock. These type lifts shall not be constructed above an -,•;..>,r, elevation 4 feet below the finished subgrade. Density requirements will not apply to portions of f:: ,.', ,;,.,,�,n';'",•f, !�ea;�� .t;,i;�;�;•;'. jj embankments constructed of materials which cannot be tested in accordance with specified methods. .+ ,:.h j� Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen �' * SIFr��. , Oti1rl �,. inatel'lal. !,,! � y�t,',`t `•Y fit' '�. ",j There will be no separate measurement of payment for compacted embankment, and,all costs incidental �•r �'ta V 1 x I . to placing in layers, compacting, disking, watering, mixing, sloping, and other necessary operations for i construction of embankments will be included in the contract price for excavation. 152-2.6 FINISHING AND PROTECTION OF SUBGRADE. After the subgrade has been F substantially completed the full width shall be conditioned by removing any soft or other unstable ;' `' 'S� `. Kb�-,r� material which will not compact properly. The resulting areas and all other low areas, holes or LZ depressions shall be brought to grade with suitable select material. Scarifying, blading, rolling and other „ methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades ; t 1.,shown on the plans. Kg f' Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all l; precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the finished subgrade to that which is essential for construction purposes. t Sai<.{, ' All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted< t Y No subbase, or surface course shall be placed on the subgrade until the subgrade has been approved by trr� the Engineer. `.�. � :rid 152-2.7 HAUL. All hauling will be considered a necessary and incidental part of the work. Its cost � i -y. nwxis1%wN%SPGC.M, 10•152.Juc MO-152, Page 6 Itev,tilUp1 i F } C"`F: „�r ?•-„u,; u,W!!a?wwarxw�w?itnxa7�arlr� tx�*?ra,.wr+n«.I..-- ,. .^"+�r•rnu,�awrtmraawra t«af!a��,rr..a.,.�+. *"rii y,' '(t '' •��'rf b*,4 re,�' Y,+��ils �%.kt�,r ;�w�,t. ,.tJc� ��''' t 1 r ..r,:i '.t W t ..,j�^`Ir�'.� ;;J �-' yk .'”` SG, 7 •,�J v5 rir'Y``{ 7'� ?'. r"^'.d�.Ta x t .l 4-:S i I,l ) 1. ,t , ..,ax. f ;y <} aS d t iaa�+�7 .ii r�ti tY..rti ,�(.,y, .',M !t,�l,r•,fFS.-i. .,,. d l�i....r 1,1.. 1i: ..ti l 1{;y 2 @ $ �a t tl ' .J�. 4'u trYcli t�!b j SiX.l S� "'14t t}..'�KK' r i;r al•� yt' •'� I' 'J:,f!{> y� .}:j ( F "i It{r bj� '.1`:. 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',s zr fit:e'}�;�a t,�"`j�l .)f•'' � ..+ 4�!•r`(f��t� :.) 5 h..ti� F r .,�' _ .r ( t.: t1 # ,'.A yt 'r�4.�^tc,II"t,w'ryyt.��'e i.( ti iq, 1 {.'�r,.tii�� .1 a � I 7 r }J,a�? t� )�, d�4 5t�SY1•: {t.#r_y ;. ,. , . .. __ ..... .,.. .. .•.•�. ._..a.-.wa,,..aM...w..........a.a•.,t,.a..w.....:..w.: s,. t #j�, >�� ... .,. ...,..., rr..+lYh U••^',>.xnn5:,'.E lrr't i,�,#++.n.r*r, •C.r...,.....r;n,r*..n .n,«,...,,.,........ tt L `4zr�l��y}fr�fi�°#.tti 'FsWwl''s irb.lSW}ruCfiliwor+1M{tN.a:..w,...n.-. .- •« ms'..*.,'« ��ri��xllref"�Y�.t`yy�.•t``lk�`,;yU:� df x}r r r shall be considered by the Contractor and included in the contract unit price, for the pay of items of work involved. No payment will he made separately or directly for hauling on any part of the work. 152-2.8 TOLERANCES. In those areas upon which a subbase or base course is to be placed, the top of the subgrade shall be of such smoothness that, when tested with a 16-foot straightedge applied parallel .e:;7 r".:.. or shall not be centerline it shall not show an deviation in excess of 1/2-inch, and at right angles to the , t� more than 0.05-foot from true grade as established by grade hubs or pins. Any deviation in excess of S)re+Jf�firg€ _ '`i, +..4�,t3r, f ja r i these amounts shall be corrected by loosening, adding, or removing materials; reshaping; and q�., �E recompacting by sprinkling and rolling. ?; On runway safety areas, intermediate and other designated areas, the surface shall be of such smoothness �k ,',`', that it will not vary more than 0.10 foot from true grade as established by grade hubs. Any deviation in i excess of this amount shall be corrected by loosening, adding or removing materials, and reshaping. ,� r;,rr ;; >K equired as shown on the plans or under Item T-905, it 152-2.9 TOPSOIL. When topsoil is specified or r shall be salvaged from stripping or other grading operations. The topsoil shall meet the requirements of Item T-905. If, at the time of excavation or stripping, the topsoil cannot be placed in its proper and final section of finished construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within 400 feet of runway pavement or 65.5 feet of taxiway pavement and shall not be Y P w w• placed on areas which subsequently will require any excavation or embankment. If, in the judgment o ace the salvaged topsoil at the time of excavation or stripping, the the Engineer, it is practical to pi ehandling. material shall be placed in its final position without stockpiling or further r Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed, or as required in Item T-905. '{.'r?r ,I E ,rSs- {?-° No direct payment will be made for topsoil as such tinder Item MO-152. The quantity removed and ;t5:l �f j placed directly or stockpiled shall be paid for at the contract unit price per cubic yard for Class A 5 { :I 'p ( Excavation, When stockpiling of topsoil and later rehandling of such material is directed by the Engineer, the materialey{'t ';• '#':� so rehandled shall be. paid for at the contract unit price per cubic yard for Ibpsoiling, as provided in �,,xr. ,'"> Item T-905. MEASUREMENT . METI-IOD OI' u::{rY Ylkl�t0 i '"�°• 152-3.1 Contract Quantity Payment. The quantities of excavation for which payment will be made are those shown in the contract for the various items, provided the project is constructed essentially to the P j y lines and grades shown on the plans. A partial check of existing ground elevations will be made at the :,.Sb ^F'. •"; T t ^ �! time slope stakes are set, and of the finished work for deviations in the grade, width or slope from the •t�.�y'; � authorized grade or typical section, and shall be verified by the engineer. Contract quantities will be used for final payment of Class A Excavation except when: '•,: a. Errors are found in original computations. ;x, b. An original cross section is found to have an average deviation from the true elevation in k; > excess of one foot. s c. An authorized change in grade, slope, or typical section is made. ikr i , J'I Y eji..tJ i �i�y'<s.. fir'` .• S:n. 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'� r �:'17 Al r it 1 Y' a t,.'jir.i ,• � r i , ..i j:1 y;� t 3 i ��Yt i" k J {;f ' + ' c .' 1 n t. s� 7.� ••,, .(�j i`'ri F''"{n^+. �t•M�� '�}±ni^e4` ,,I 134 f 'i j,l l;:t l f t i .y{. 1 !(' j\ i4'J Y ,.Via{ '•Y` 'r` .,'+ ':(i*11 I34x`�� I2 sSi}\'..,+ 1 + x . ) i t•r y � )S 7i�{{�}ti 3 ^.'„¢ri 1 ?vtL�jfi�•, :�.,^xL#'J4; , i.✓ 1?.. �1.L +.h�".1 'f t ,: .. , j C' tr.:{r'3 t }.37YY,•'.:^r�,J,i skx, � ��'+�tS Fl"4 r '^ •x;:` t ..`.r ltFi YiYF1 .,$'+'C ?,+ '1 ft u .�' 'ly Y + t', ! r' a . •it, j t' :•*� ',!+ I�'�� ,� I+ry; �� ^i}:,1,;}•^:. Fi'IyJ Y411 r�.t. .tt W. /" 9,c s ., t, i i �• .t" y3t�'�•'i�� y�i!fib` ;`�..t Ill Y •` .. :, . . } 1..Ip. l 1 .1. .+..,,.+.. ,r.a+.tl cv^tn:+Y++l pyiiln:.,df{,s �.':`/1' ..,.,:.?. .�,5 tr...:*STA1.41,'<�•...}`e„o?Y.. ,� ,!`.!<ti r1,='.rFnli+r+r+...r..w w_........ ._ ...... ...,.,.... ..,...f,.....:il:•l,,',..d....:....+�a`wirx.At!`�: �'n d. Unauthorized deviations decrease the quantities on the plans. e, Class C, Sandstone or Igneous Rock Excavation is encountered. If the above conditions are encountered, the corrections or revisions will be computed and added to or deducted from the ' contract quantity. f. Quantities are determined by measurement as specified in Section 152-3.2. `" 152-3.1.1 If the plans have been altered or when a disagreement exists between the contractor and the engineer as to the accuracy of the plan quantities of any balance, or the entire project, either party has the rr# }{ a: right to request a recomputation of contract quantities of excavation within any area by written notice to , ? ;j, :., the other party. The written notice shall contain evidence that an error exists in the original groundline elevation or in the original computations which will materially affect the final payment quantity. If-such final n easure.ment is required, it will be made from the latest available ground surface and the desi secti 152-3.2 Measured Quantities. If payment of excavation is to be made on a measured quantity basis, volumes of authorized excavation will be computed from cross section measurements by the average end ' ' y %%r:.1t'`pS{t:rj,�1^!x`,irtjc'•`';b area method. When not attributable to carelessness of the contractor, slides in Class A Excavation will be included in such measurements. Authorized excavation of rock, or other unsuitable material will also be included. i•1S 5.�., i ;CI' .7��,ip,!.•r Authorized excavation of rock, shale, or other unsuitable material below grade shall consist of that �,;. 1.t;.,t, `iirr°.`• excavation necessary to provide the designated depth of undergrading. No measurement or payment will be made of an g g g material removed and replaced below the design limits of under grading. E.'1, li ; �";� �°f `; .�(�� , wl .r,.. While work involving classified excavation is in progress, the contractor will fix points of elevation and (��„`•;; ;, ,..; . stationing as required uired to establish the lines of demarcation between the material of differentI ,ti � , classification. These top points will be determined before any Class C Sandstone or Igneous Rock Excavation is removed, and it shall be the contractor's responsibility to notify the engineer before removing any such material. Any excavation removed before the engineer has been notified and given 24 r W 1; hours to verify lines of demarcation will be included in the measurement of Class A Excavation only. "� 7�1 s,i •yt Excavation may be encountered in which lines of demarcation between material of different �{ °r� classifications are impracticable to establish. The quantity of material classified as other than Class A Excavation may be determined by the engineer on a percentage basis as the work progresses after the + T .�. its?';< ,€�•;Y,:... limits of determinate classification material have been established. 1 4i'��;.'1 Measured quantities of excavation will be used where the ground elevations shown on the plans are V. found to be erroneous. No revision of contract quantities will be made if the actual ground elevations are �f ,' ; •; Y,, ; considered to agree generally with the ground line shown on the plans. Where the engineer authorizes a rzl , `"') change in grade, slope or typical section affecting the volume of excavation allowed for payment in that zap particular balance or area, the revised volume will be determined by the average end area method on the basis of the revised grade, slope or typical section. Where unauthorized deviations result in a decrease in ' the contract quantities, the deviations will be measured and deducted from the contract quantity. :. r The quantity of Class C, Sandstone or Igneous Rock Excavation will be computed on a measured ' ' quantity basis. The volume of Class A Excavation allowed for payment in balances involving rock excavation will be determined by one of the following methods, whichever in the judgment of the engineer is more applicable: �t � t TA10151\wFwisrGCS11,1o•152.d.w MO-152, Page 8 Rcv.5/1/01 r r7r T^-'^7r^;�-,—,^^.5,;....Sr»...,..K.R.f.w. swo?onwu* n+vmuwvr+...Y.v «uw�a w�•a.++C�+w++.•w'n^'^^"',.T""`^:,i`;,""'•”.1,?+a�%'tT'%T" .,y+., 1'+,� L,' f4.y�37t�'Y"r��>,r'v .: t I .� r, ..,.�.5 i. . ! s �f sr+n.,J.� ,J�F r �S 7,',.?i• ;� X p r 1 tF {' !j! + 1 '"()� 1 G ,'�1 (, t �•f}}'p} ! 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''.`.. ;.,_ ii,.jt.. -r. ;.z` r 7.t.d t,"`!t s rt tttE t t 1 tt el�.�;t.ddl s'.r:tt>1 e"Y+r�"'r"r.'.�.,•'T Et Lut.:F•��i nl�.'y f t�_y x'1r+7.+P`'>tn,,(~r,,ti3 t 1;V$,;,'J z,.d1 i�r'w"t.wn k,��,i:ti.'1t,!!;{ti'.;r t� [1:u�,, 'At k - X0{ IJ"I�nr, �t z 4,1 t:4 a," ?t..,. �'i :.a•.vgRra y,},((;r i7{'iY!''h�y�lit' rJ � t,t> '' .`j:' ( �- ' 1 '. . . '. �� { S ,'1 itY{t a.,. #.r t.. yplt��rt �R i`�.3 Y,'F,'�j.i^�'piXt� � 1 ,AY�. .� ;r,"S}�r��N S4!+.��+{f�tp is,�,?}.w?{. t,:r ;�r t .Sl. .. tl }' z !xf, ° t'Y3�Sr�;�t`�.tik�',�V'a/'.�t.,;k 0'' •`i%. •t / �,;L i {, `',(,+�(�yis .t�t}.:+it,. t. ,i`, t . + r ' s t ,e• � ' '� .. .. ....t _� '1•,.:+., fi"„� Y �.. '..��` ,-, •,.1/,� y.,rf,irr,.XdtA'?t<x' d•t'v+e9rcFSn;,rcnx»x.,,:cs,.,..,.Y....w w._,.. � .a_.. ,wet„',,.i.Fah.x....v.,...ae:..a::e..h.:a:,..3'»,:.c�:J...:... lft,e .t4 �'f*i{�. ,,.,rjy�gr�'pq{%R�1W.�1ri 7T�RME�WYfiWMMlMt+ip+I,•bd+t�.3M,.1,wNM.hitNi>w 1..•w•. ..... .... ........:4.,-wn.,✓.I:�.Y.If - y 1$4 1„'i{•�is "d:+;st.n"., (a) Measuring and computing both the Class A Excavation and the Class C, Sandstone or Igneous hock Excavation within the limits affected, (b) Deducting the volume of Class C, Sandstone or Igneous Rock Excavation from the total adjusted volume of excavation, regardless of classification, within the limits affected. Measurement will be made for unsuitable material actually excavated and removed to permit proper :y •, .t ,,:r,,:: compaction in cut sections. Borrow quantities will be determined by measuring the borrow area before and after excavating. Stockpiled material shall be paid for on the basis of the number of cubic yards measured in the stockpiled ' r ,i,;�; position as soon as the material has been stockpiled. -. �H ,1dy,tt } BASIS OF PAYMENT •.., 152-4.1 Payment for excavation will be made at the contract unit price per cubic yard which price shall '`n" '{; be full compensation for the excavating and haulin g; p lacin g, forming, and compaction of embankments; rounding f?rirT•'Ytn`£SITYr$9�:j: preparation of subgrade; backfilling required undergraded areas; shouldering, slopes, finishing of graded earth, picking up and disposing of field stone and other rock; and any work noted on the plans to be included in the contract unit price for excavation. No payment will be made for any material usedtz;,ft� 'tK for purposes other than those designated,except as approved by the engineer. -'_?•{ .r 152-4.2 If the contract contains a unit price for either Sandstone or Class C Excavation, but not both, itA � 's`., .1.: shall apply to the other if both are encountered. If the contract does not contain a unit price for Class Excavation or Sandstone Excavation and such material is encountered during construction, payment will # xL;ur ;xr be made on the following basis: 1} '• � 500 cubic ards or less $15.00 per cu. yd. More than 500 cubic yards but less than 2,000 cubic yards $10.00 per cu. yd. }M,{( .4„ ; "-y 2,000 cubic yards or more $8.00 er cu. d. n 152-4.3 If the contract does not contain a unit rice for Igneous Rock Excavation and such material is 1 p g ,�r�itr4 : ,r 1 encountered during construction, payment will be made on the following basis: {• ,., $18.00 per cu. d. rg°t k,. 500 cubic yards or less is More than 500 cubic yards but less than 2,000 cubic yards $15.00 per cu. d. Y��' ., .�{n`(`,:; is r• $1 1.00 per cu. d. 2,000 cubic yards or more _ ♦ ,, � 152-4.4 No direct payment will be made for water required in compaction work. Any costs involved in ?A A' § reducing moisture content in soils will be at the contractors 1 expense. r, t bd 1jr ,1`?t ` 152-4.5 Payment will be made under: f• - Item MO-152-4.1 Class A Excavation --per cubic yard. 4� Y«�e 6,. i;'Y: T:axxtsnw�r�srres�nu�•is:aa� Rev.M/01 � tt MO-152, Page 9 ,3 .ri+rrr-r.�•,r;, r, .•^?.,y,, tt.i.+•t-. „t-,t o.•.i?'"`''r u` °,r,"R,."„t'.".•,',•�."1; 'r g4�iy.1 '�"� 1,rr 9.} i 'C' - };"{+,T^1;,;'�"'''"r^z"'�' } 'k' !a$A��t'• yr r� 4: '', `7''' n .y ya. >•,t:� I'c.y.Jlr't}Z t: Ai 7 t Fr ;j r1 �a(Ur i' � t �;r t.t, '�, 'c,' •§i'tR.t��l;t,,., �r.,.it""�.,'1 t;; n �: k: ia,•s;•>� t r:r,�,rr. •t t. .yt.7 , , r rx r., •L• .:r a .t,. �,t r s,r y..Cs:ft�' „. .„•s•r•. ti,";,t' ygrJt#..: ,•r '' +, r. 33�r� 5a;w•..f?$ 'ts''Y'. =;' �.t1* v"i c 1 1l ,ti � zr r. !yF l .r,rt <r .,.�� ;"":';;n�4!.n.,1°v.i a ! ,y':`,l�,,w �"•rr tt� Z�"7�;,� � ,t.,l' i,;�. r .�'t1; 'l`?4t'v.i�r•q., 1}.��y.�l��yt ,h.5t,f .:>;.:e. . 2v �(t a?c(t:�, ri..7r . .{ ..,�,.,. ;F:,�•l•h.,4'f x7rl.r.C�\`Frr�t`"z�)a ti.;,,��_.,t, .};' 7Cs'�,�� t'¢ art-r,.• Z' tt, Tf,a Y, •:.pr�'•.. .7t,• ,1+ c �T,r t r �•:�:.;:,. rt;r:�:t„t.+.c't;°.t,t ar r3:".ak�',li'!A.`.,•.r.r,,.aSl r,ti;• 'f W, 41,h.?17 t. .. ,..��II J.L..h ',7 •`+..r�• �� Z,.C� `'�„f.•F.=i` �'T ,?y. 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'ti.?.,.�� e%,!:1.S;?,.°�.f�j t' .�z'�•;. ``�+q7:.f.?n11�,�+,,i {d J yz 1 1 3 S 4 t.1'.t.i y ,4. k,.t„•.i.t,..1.>��, i1;r.. e ,. tpt.. •`+' )i t'zSa�.} t+ ��,& { t ;r �I' .4 T� t ((I k f t#y rN�`,.,�.k r1}• ,k.`y.,,.,..J SQL;t't;('y,' .� � f .,�-t..t ';l ` i. .jV.� J��'.j'. �tif t.�{;S.y,.µS:*f��":�Cr„ii. t .Z ai .'}yy*J. t� +,�' , i r. , .. ,.) '5 i)q 1•� '�.l S. 1 I�'.7.q. ,,;. *',,��f 7 t'1'{��4 ,7 `,).� .utt i ,, r, ., , ...� ,. •. ylY Jt y..SC � ,+, .r { .'tt,�i•''t s�� . ,� , t , , ,ts,'�,t � �, �,�z� •t�r�,�ia � Y�'^ yt , `d`. ti ttiT yll iv1l .t.. ..! ? ! .1 � 'i 'rl• L , .,..• t' tl 2 t datraAtiU�rdlXd',tldt'rt.".bt94�t.�a'CliiwlGr.riN+.3�x.»xrx�..:..x�a,xa.+ir�...r.v„«n�,w+....u, .w....n......_.... .. -....�....,<.J..,,».,..,.,n......� .,,wrw},yra,'1i 1f:��sY]Y.M1hap14�!X',>iW.�X:i,W�*Y,s+,1Ti�"Jet.�1y�''qdi$Str,StdtitiinSi�Jx4>EZ'aa.•Mfv/.�.�v`.`'�a.ar�i,i'"`"µi,'rJii ,_,��i 4 �'. r' Ed.i �zitt tst tt, f! ITEM MO-209 CRUSHED AGGREGATE BASE COURSE ? C.j DESCRIPTION 209.1.1 This work shall consist of furnishing and placing one or more courses of crushed aggregate base fir• ,n!;r'x 3 on a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, ,`z;;{ thicknesses and typical cross sections shown on the plans. Aggregate base shall meet the requirements of 717 the 1999 Missouri Standard Specification for Highway Construction (MSSHC), Section 304 - Aggregate ' Base Course. All construction methods testing, and acceptance criteria shall be in accordance with s gt p the standards included within this Item MO-209. 209-2.1 AGGREGATE. All materials for aggregate base shall conform to the requirements of the 1999 (MSSHC), Section 304, for Type 5 Aggregate. ' The ledge stone from which the aggregate base will be produced has to have source approval from the r � 1:4; Missouri Department of Transportation (MoDOT). Prior to use of materials, the contractor shall submit the current MoDOT source approval letter to the Engineer for the materials proposed for use during � c , • ,t, l r y l�t'.4'f£1 construction. Source approval granted for all types of highway construction (Product Code 1005CACP) constitutes approval for all uses. Source approval granted for "all types except PCCP" ;'y��'izu,';..0,:;«�„�_a•�+�.'r�`b1•4:;t. i I Yl.{S•1<'''J�'.rh.t'f f417�.�..' (Product Code 1005CACM) comprises approval for all uses except portland cement concrete pavement. 7 Source approval obtained for "all types except PCCP & PCCM" (Product Code 1002CAAC) is ii=r,i2•i' ,y'„?<,�=:4...,,� considered to be approval for all uses except portland cement concrete. a .� �s�^:ant'.,,-!kft�7•iah:';"�. The contractor shall submit certified test reports to the Engineer for the gradation of the aggregate base, �� '� '� c:y t'v"'tCJib'1R*F*��f The certification shall show the appropriate AASHTO test for the material, the test results, and a %,�,.y;•�h5£�lr,,;` j�� statement that the material passed or failed. The aggregate shall be sampled and tested for radationy't$,r P P g ; t ),:,,, using the following procedures: ' ,! 1. Sampling Aggregates. Sampling shall be in accordance with AASHTO T 2. 2. Sieve Analysis of Fine and Coarse Aggregate. The aggregate shall be tested inf ' sr' rr5: accordance with AASHTO T 27 and shall meet the gradation requirements of the } } �;:n ';t,; MSSHC, Section 1007.5. '' � � it;yry��rY,;•Fa��,y'.t`!. + " r Lj 3. Material Passing No. 200 Sieve. The aggregate shall be tested in accordance with AASHTO T 11 and meet the requirements of the MSSHC,Section 1007.5. it testing n 1` i In lieu of the above gradation re requirements, the contractor may P rovide documentation from MoDOT(District Materials Office) indicating that the material meets specification requirements. sr The Engineer may request samples for testin g P rior to and during production, to verify the quality of the ;{ 'i + " ttr #. materials and to ensure conformance with the applicable specifications. ? :: 4 "�!:E'f 1 . CONSTRUCTION METHODS 4 x 209.3.1 PREPARING UNDERLYING COURSE. The underlying course shall be checked and accepted by the Engineer before placing and spreading operations are started. Any ruts or soft yielding places caused by improper drainage conditions, hauling, or any other cause shall be corrected at the 'r. G Contractor's expense before the base course is placed thereon. Material shall not be placed on frozen subgrade. 4rji�t•y 209-3.2 MIXING. The aggregate shall be uniformly blended during crushing operations or mixed in a fir4Yt plant. The plant shall blend and mix the materials to meet the specifications and to secure the proper L g moisture content for compaction. � P `r t; TA". 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If the total depth of the compacted material is more than 6 inches, it shall be constructed in �t ' l two or more layers. In multi-layer construction, the base course shall be laced in a roximatel equal depth layers, y y P 1 P Y qN `, Ir� ' Cw y, r l�vry lyY �. 1 The previously constructed layer should be cleaned of loose and foreign material prior to placing the next I layer. The surface of the compacted material shall be kept moist until covered with the next layer. •�;, RV, �1 209.3.4 COMPACTION, Immediately upon completion of the spreading operations, the crushed ��• ��:: �� }'.,,� i aggregate shall be thoroughly compacted. The number, type, and weight of rollers shall be sufficient to compact the material to the required density. ay5� =r The moisture content of the material during placing operations shall not be below, nor more than 1-1/2 percentage points above, the optimum moisture content as determined b ASTM 698. 209-3.5--ACCEPTANCE SAMPLING AND TESTING FOR DENSITY. Aggregate base course shall �5r,': .: be accepted for density on a lot basis. A lot will consist of one day's production wherry it is not expected M. #{;,t;;f ,;'.• to exceed 2400 square yards. A lot will consist of one-half day's production where a day's production is expected to consist of between 2400 and 4800 square yards, -,: tirl.� =, •;.'r:k ,x,.a: Nr try..,hlv''i�T�CprdULv•: Each lot shall be divided into two equal sublots. One test shall be made for each sublot. Sampling '•"' ��•df,:, :+,n,�•):,�;��; locations will be determined b the Engineer on a random basis in accordance with statistical procedures "�.r:a�.;{t';,.. contained in ASTM D 3665. Each lot will be accepted for density when the field density is at least 100 percent of the maximum density of laboratory specimens prepared from samples of the base course. material delivered to the job site. The specimens shall be compacted and tested in accordance with ASTM 698. The in-place fieldf P P density shall be determined in accordance with ASTM D 1556 or D 2167. If the specified density is not y 44 attained, the entire lot shall be reworked and/or recompacted and two additional random tests made. This ,rf• ,E: .-,. ,1;t.; .;. procedure shall be followed until the specified density is reached. In lieu of the core method of field density determination, acceptance testing may be accomplished using a nuclear gage in accordance with ASTM D 2922 using the Direct Transmission Method.The nuclear gage shall be calibrated in accordance with Annex A1. Calibration and operation of the gage shall be inti,,; .E;: accordance with the requirements of the manufacturer. The operator of the nuclear gage must show evidence of training and experience in the use of the instrument. The gage shall be standardized daily in accordance with ASTM D 2922, paragraph 8. ; 1`;tt{ Use of ASTM D 2922 results in a wet unit weight, and when using this method, ASTM D 3017 shall be �:r. � � 'sa,;,:` used to determine the moisture content of the material, The moisture gage shall be standardized daily � r � ; �- accordance with AST g g y rn M D 3017, paragraph 7. If a nuclear gage is used for density determination, two random readings shall be made for each sublot. t :,�'t, 209-3.6 FINISHING. The surface of the aggregate base course shall be finished by blading or withfr c# <K automated equipment especially designed for this purpose. In no case will the addition of thin layers of material be added to the to layer of base course to meet P Y ,,, ... •ry�lt�'r grade. If the elevation of the top layer is 1/2 inch or more below grade, the top layer of base shall be scarified to a depth of at least 3 inches, new material added, and the layer,shall be blended and „ a t• 4';; recorn acted to bring to grade. If the finished surface is above plan grade, it shall be cut back to grade and rerolled. g r g P g g r:tiwHisnWtsrecsvro•iir�.a,k MO-209, Page 2 Rev.2/1/01 .f� j?C `e?Ri; �tt�i�`;"'•(7 y��K'�+[ti.-! a r, r f "5.t"!^,",�!"!r^!!9!j,.: t, ..^n".',...?""""q.-,..»,t.rwr Ify:a,y�wnre 1"� }.� '?t'I °?n',�r�� rt,`,''*S i,t � ;e' � �';-nS:r / „1,:`t t el 't -. '.✓` .r .,ti ,,.,N�}�•°,.�,a".�t,`..xA�.:Y.'1,,'a,, Y ,;,w. { ti }^, z�....t., 1 5 .Z'; �ry 1 .i t tl�lt,•5�r r��.1, 't t .t f(t ) ,R•"n yy 4i, t• u al��tt:.Vt .1t :'�,�,v"�, !, S..U{,`r t.. -,lt'•.aS-„ 7 f�t t + 4*' , �' y=t :41:r �'+l t °,..� ,�• .:9 / J.'}"k.r:y-�';+}�.,f f.` . �•,Y'`#, �.,,�,� ,, .YuSk �.w' "a J: ��•;#” ,,.',t�,.y t.. S'rlrx,�1'xy,r• .�,� r , t �; ,'�f. 1+ 9 tY .,'v r ,Tt.t;ic's�Y. 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'i: 'i, as .31. �k r:t t'..l�7} .� ' � , :.�.�t7i1 di}n..+.w.1�.:ar,L � i, .; i,.,v.�,f�,llr,.. .. .: n.'.e.,,�,.ar...,.t. ._......5..,....,1....,..,a..a..,.,s.r.r ...,...�.n u.1+a�Z..in,2•+.c5,),J ..,!.',.., .<.. +•+., .Er�,+.vA xue,M1yttrxm�+�r'F%nr!xti',yt..t 4a°r.A.37.'.riu;'?;1+`kStN�f,'ti<iffd',r rhiwyh'cnt,Gt4"n,wwi!aJiw.:4a,. �. .�� ,..,;'r, ' ...•' 3.:,; I 2 �.,.: :i r, rJ'.,�,�...r ti^ ,��r�,r��1 t}.'1 ti ire ✓�#{ it � t`•:� Type 5 aggregate base is intended to provide some drainage and shall not be segregated. Trimmed Type 5 aggregate base may not be reused until it is verified as meeting the required specifications. Base material ' .`.." f conutminated to such an extent that it no longer complies with the specifications shall be removed and I replaced with satisfactory material at the expense of the contractor. 209-3.7 SURFACE TOLERANCES. The finished surface shall not vary more than 3/8 inch when tested with a 16-foot straightedge applied parallel with or at right angles to the centerline. Any deviation ,1 in excess of this amount shall be corrected by the Contractor at the Contractors expense. ' ?, !rFk) ti,,. { 209-3.8 THICKNESS CONTROL. The completed thickness of the base course shall be within 1/2 #' *'''u t• ,c a inch of the design thickness. Four determinations of thickness shall be made for each lot of material placed. The lot size shall be consistent with that specified in paragraph 3.5. Each lot shall be divided into ty' "+ four equal sublots. One test shall be made for each sublot. Sampling locations will be determined by the Engineer on a random basis in accordance with procedures contained in ASTM D 3665. Where the I thickness is deficient by more than 1/2 inch, the Contractor shall correct such areas at no additional cost !"l by excavating to the required depth and replacing with new material. Additional test holes may be ft: ;.- ,� required to identify the limits of deficient areas. 209-3.9 MAINTENANCE. The base course shall be maintained in a condition that will meet all specification requirements until the work is accepted. Equipment used in the construction of an adjoining section may be routed over completed portions of the base course, provided no damage results and w provided that the equipment is routed over the full width of the base course to avoid rutting or uneven compaction. If a rime coat is specified in the contract, the contractor will be required to apply the rime coat on an P P q PP Y P Y completed portion of the aggregate base as soon as practicable, or as otherwise specified. However, the J , r, contractor will not be permitted to apply prime if the moisture in the top 2 inches of the aggregate base 3C.•n �t _;_ exceeds the higher of either (1) the average of the optimum moisture as determined by the standard }�intr 4•r At.:. com action test and the absorption of the plus No. 4 fraction, or 2 two-thirds of the optimum moisture as determined by the standard compaction test. At the discretion of the engineer, proof rolling may be required by a loaded tandem axle truck on top ofa p ts4 the aggregate base course to determine the level of stability. If the condition of the aggregate base course i is not satisfactory, it should be given more time to cure or be reworked to put it into the proper conditiont ? 'n for overlay. kr!i; ti . j r fiP. 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S. }�3(�`,f„7�. �i"',4' 12 �•�+r .•( }C.1,; k' ., x r .� 1 ; i;��tie' ��r,;. � .� .+{,, n�i ��-�;;1�FFI�t;" .f x.`.;Y•r(("ft4lil'tt', i-tl+, ./ vy,i�'� .Jtl .'7 Y t a 7 't �,, # z S;J}�j�„K,',t r,,� t,3 �•�wF�i��i�,}h• f'. t ,I ,•��;J�e�Y�C { �.,Iq,'�,t �> �iG.:T)•,`rt'.-t',S J :r t .t ', . .�.� i, t yy .� jl i f +4..�77(''�t •f• ,�,�`�'i1'.� i^Aj�' #. t4y}{{�y ,.r1,7t..i vi;G'7++,Yf),�Si.�lr.}`��.} p.5 .$,t, {S t:. ; � '`J' .r� f !r ,Ar :.r .t'v','7' a hs'i': '4� .rt1�+J.. A,;1.' �3 "l"'1 #.:.� .�r f4 t•, a, `:,,^r T ; .:.a+w.i......aw.'zr:%JUUit M.—M x\ b".!" i:' fe izily,,yy�.. t.;, }: r ,� x k ' r it ` '..tA• y.+.c,. 1 i .i'' HHl1rIrIM:JI+nYW.wM.w..Gw.1'l.,1i..CVi!.,c S....i...Ia,uwvr rir�a+}uM,W ' ITEM MO-4015 PLANT MIX BITUMINOUS PAVEMENTS MODIFICATIONS TO ITEM MO 4015 , ,b?;�� •fir, �i"' Y"-:p Item P-401 Plant Mix Bituminous Pavement is hereby amended with respect to the paragraphs and sections cited below. 401-3.4 Deleted. j 401-5.1 Acceptance Sampling and Testing. Delete this section in its entirety and replace with: All acceptance sampling and testing shall be based upon receipt of state certified commercial , grade bituminous mixture. 401-5.2 Acceptance Criteria. Delete this section in its entirety and replace with: t ' ',, All acceptance of the bituminous mixture shall be based upon receipt of state certified ' commercial grade bituminous mixture. 401-5.3 Deleted. h�n1�5�i��1tr}tf 401-6 Deleted. W,,, 401-7.1 Measurement. Delete the second and third paragraphs. r1y} 401-8.1 Payment. Delete this section and replace with: WI Payment for accepted bituminous pavement shall be made at the contract unit price for each of the pay items included in the contract. The price shall be full compensation for furnishing all materials, for all preparation, mixing, and placing of these materials, and for all labor, equipment, ` tools,and incidentals necessary to complete the item. +„ Payment will be made under: y ' ` �F ' r 3 �4j"A{ i�Msl Bituminous mixture (BP-1) - per ton r �~ TECHNICAL SPECIFICATIONS s'r ' DESCRIPTION �htyry, 401-1.1 This item shall consist of a surface course composed of mineral aggregate and bituminous rr'a material mixed in a central mixing plant and placed on a prepared course in accordance with these specifications and shall conform to the lines, grades, thickness', and typical cross sections shown on the rF7;t i plans. Each course shall be constructed to the depth, typical section, or elevation required by the plans i and shall be rolled, finished, and approved before the placement of the next course. The materials and 4 mixture shall meet the requirements of the 1999 Missouri Standard Specification for Highway Construction (MSSHC), Section 401--Plant Mix Bituminous Pavement, including the following Errata T1`rM35p twrwt,St`ECS1M0•aliState.d,Yc MO-410S,Page 1 Rev.7/15101 g f.��; �+ 4',T�fkrTt„��c}f,"t+'+y.*t;�7?.4i;-'�-t°,"^'S;'`Tp-�'7.F��[Y'j!g2:n`.�ei`�",r..',,.•,�.,.W,..-,l!r^„nM!`;"!` ;,'CKIi:�^5`.i�t"?�`4i"i .'+il. � y.. '"t' :f .{tr�+f.. r 1',n''';.�w't,� �'Y r+`,.i'n ,,.:}';i;,p!.yi.�"': ,r.�.Y.y-,•'.f;r:xr•t'•'' .Y..}c*'�•-:yx,q{rr. . +: .��14',.r'';t�,.i' j„ t+ s..' ` );'.< r•i,• g Vv ,,� ,f•J ,c {Ir1.r} a��Y. {i{• q ti:1t,((, .I{,frl .,.�?: ,,�• i,fC,r.Ak.}.�(,c[ ry e:7»,•.,,,.,..�a.:?.. „tS:�t"1:1y'y'-Yj3 rY '�.f.u{ i,...;::�,r�,'S'. � �.. 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' '" .t�+'"•'dt'��.S4t,,tpti�4±�S.i�' a�� o?di f 't p } ' t r .t r i' ..,:• 't 1 �1 t 'tf t t�r ! ,%f{,"•`� -;!•, y 31 i,,.rs.,, . �. t. 't }i,.} ., �. ,4 h,.t i r, it y rxfl} ,� , ti� %t7Yt;!:7�}{t,++t}£VnJ'x{..�� tfe,,t�, ��: t 1 � ..I.; .1 . : .• .s' t r 7 't rJ..tj.l�.c tt-1: s}?i �ry .it�`� .+,�1�t/i1TKMt.JMN!:rWi,.+L:a'i..»1ii....:il...,...,, t,. f':ft . :1..'....cl..•ano.+.«arn.ii,wn!P:.YArla.lsSYi.tRtNClfi7tA9h.Sr.,•��3�`f�.�I��Flr�'t."7.'/$`,k';�(�,:`.YSQ'.f�.�s,§�Y1•k1i�.�•J211?YS"?i!tl.�+'+SK++'w»«.w,'.,;.t. ,,%..,�.s...Ac: ..S.c...;:.:.di.....,l:iht:lk.:.tt:v:.%%�p�u.�'rr�„t�' �p':, LY � fp'�u xa !t Ji7 Sy�r�3f trh t;t' Corrections and Revisions• iJ:ir rk yk�la Kph } Pagex ,� .�•rttlt.0 tt ;. 155 401.3.5.2 Delete Sec 401.3.5.2 and substitute the following: xx� 7ji.�kY4?:ps •lx:t.'et�. 401.3.5.2 The minimum voids in the mineral aggregate (VMA) shall be as listed ”' below. The engineer may make adjustments in the job-mix formula submitted by ilk i'• the contractor in order that 60 to 80 percent of the VMA are filled with asphalt ! ,Yk binder. Approved mixtures, when compacted and tested in laboratory e laborata in ryi !'> accordance with AASHTO T 167 or AASHTO T 245, shall have an air void ''<: t.;r'? " a content within the range listed below, when calculated from a voidless mixture � )` { composed of the same material in like proportions. 's 569 1002.].2 Second row in table should read "Absrotion, AASHTO 85, percent, max...4.011 1002.1,3 Second row in table should read "Absorption. AASHTO 85, percent max...5.5" a 'r � > ta, 571 11002.4 Delete Sec 1002 and .4 n substitute the following: 0 1.002.4 Hydrated Lime. Hydrated lime shall be thoroughly dry and free of lumps. It shall comply with AASHTO M 303, Type I or II, except the gradation �,��: ��r' • shall be determined in accordance with AASHTO T 37. ` 44 : ?t. '`. All construction methods, testing, and acceptance criteria shall be in accordance with the ' standards included within this Item MO-401S. MATERIALS 401-2.1 AGGREGATE MATERIALS. Coarse and fine aggregates for plant mix bituminous pavement shall conform to the requirements of the 1999 MSSHC), Section 401. r P q ( A. Coarse Aggregate. The ledge stone from which the coarse aggregate will be produced has to *-�� <%,�k,t�a,t�' •^��'s��.� have source approval from the Missouri Department of Transportation (MoDOT). Prior to use of materials, the contractor shall submit the current MoDOT source approval letter to the Engineer �;� :r7' `t� A`-'i'•':r for th t� Ali e materials proposed for use during construction. Source approval granted for all types of �... t,�'' �?£"�'��j�x• . .highway construction" (Product Code 1005CACP) constitutes approval for all uses. Source rapproval granted for "all types except PCCP" (Product Code 1005CACM) comprises approval f # r ?' for all uses except portland cement concrete pavement. Source approval obtained for "all types YrJ' ' except PCCP & PCCM" (Product Code 1002CAAC) is considered to be approval for all uses 1t except portland cement concrete. B. fine Aggregate. Prior to use of material, the contractor shall submit to the Engineer a f, certification from the supplier that the fine aggregate complies with the specification t c requirements. The certification statement shall be signed by an authorized representative of °f the supplier and shall be substantially as follows: "p•p��: i GAN ? r, "This certifies that the fine aggregate being supplied for this project complies with Section 1005.2 of the 1999 Missouri Standard Specification for Highway Construction." The Engineer may request samples for testing, prior to and during production, to verify the quality of the 4 , materials and to ensure conformance with the applicable specifications. F ! p Y 2� "tr r:Nxr l.il%wpc�srccsr,to•aniState.dtM MO-410S, Page 2 Rev,2/15/01 111011 U 1!, 11 .1 . ' r in )I:#fyi Y , +{ ,n A`iirnfl Y.L:',u''' •r ¢ + V irrys^5.1.x, af, % k. a .v ,.fd.�� 'Sr9;.xCl: tl.. :;C. •++C,' r4•a�%t`^••q1�+ Sr^i: )ft.,: 4ii.;p, ,(."..,;SI,+ i..,r, ;+ ,"! 3''@;1• a��'• .>.,xK,-r. ,,+,. ,r,.,...�y.' •'�rtb%..,{�r+., vt� :x °`ilfti;a.,�•:l,. '�l.La•, °.}'.;':i'`::,t" t. t.^.?:^;?." ;1,..;;.,�F.:yt,.��',�f.'iY•�.£r ;.i�Yr,,�11.1 �. A 5 +�.t t�.yr'.t'}a,,,> J,P, .��('r.�t,7.tt. ,�tat f :li.•�i. �. t�..`+ ',J' ltti 1 r' (�it.�` + t�>i" { ,.cw`. 41 ji,+'t'+.:b4 kt.��.3• .= ,n xf t 41'{, r tj {>i�YS tr+)§t n7.p .'lf7i 7,i�:i•„;:w 4 i +x krt,yrri' r x”,t? {i r..94i'rr1z'�ch�G `_af�;•r"3, A+ "r7`.Y 4.. t )..;r}yrk,+�.`•, r,,E, �h.ti±, .e. t};:x��i1{1vtt"J�:'Jt':13rk'}, ,n?,Y' t:. 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'i ti i: t •.5 r `'! .tt ut. r ut. .>' tt A �," 4•`t Y i,;t' �, .F' f• 'S 7 t t d� �• tir x � t„{K a a' i •�ttp?>'d i•,,� ^t`tiFrky! �P^ ¢ q•?r"•'"'';`� �. � t. `t ', i. r.: ., i r f ,�..�,•$ »'e ��- %t`�•- �` �,.+;r t��ru,�'v �4k• ,t;•i t i t r ',. i r ,. a .,4:( t "a ? ,t''r` t.y5 t'�,•;lt�iS'",)i�: •t r+.V�trN}4'R..,U..y.�i.t`5. iii.,} to- .�, !:: � , ;i Yy�t,,.r.>t ! f /�ti? �i'T't'1.'...x��F :, it..y � ' ':� tY " `}`r rlw . 11Y% .. .r.: .., ... .�..._,.. ,......... i .r.,w:L,•,.i..i...waYi.•i'iul.r.,.ti.M..wiawL;• 401 US MATERIAL. requirements -2.2 BITUMINOUS Bituminous material shall conform to the of the 1999 MSSHC, Section 401. The grade of the asphalt cement shall be PG 64-22. + =,...,.. The supplier shall guarantee by certification that bituminous material complies with the specification ' requirements. The supplier shall furnish the truck driver a copy of the bill of lading, manifest or truck ticket that is available to the engineer at destination prior to unloading. The engineer at the source is also '"ais:z.=�3,�•�"-i:';��'u :r ...� to be furnished a copy. The bill of lading, manifest or truck ticket shall show the following information .�,�;{��'� �•�•�, regarding the shipment: type and grade of material, specific gravity at 60 F, net gallons, consignee, truck number, identification number, weight of truck before and after loading, destination, date loaded, name and location of the source, and a certification statement. The certification statement shall be signed by an "�' t' < ff1 authorized representative of the supplier and shall be substantially as follows: rN,t "This certifies that the bituminous material in this shipment complies with MoDOT specifications for the grade specified and the weights shown hereon were obtained on MoDOT 3 a; approved scales and are correct within the specified scale requirements." Prior to use of bituminous materials the contractor shall provide the engineer the above certified bill ofirrr"' 1 rye _�,..r• ,,,. , lPrlr�iAy';�:iit t.( 'i >'1 w•:7 lading, manifest or truck ticket for each load to be incorporated into the project. rs��,:wJ�rslY,•,. COMPOSITION 401-3.1 COMPOSITION OF MIXTURE. The plant mix bituminous pavement shall be composed of a f1 t'1 mixture of well aggregate and bituminous material. The several aggregate fractions shall be sized, handled in separate size groups, and combined in such proportions that the resulting mixture meets the ' grading requirements of the job mix formula, '; 401-3.2 JOB MIX FORMULA. No bituminous mixture for payment shall be produced until a job mix formula has been approved in writing b the Engineer. An existing MoDOT approved BP-1 ob mix $�t� tc i PP € y € € PP j ylyR formula may be used. An new bituminous mixture shall be designed y y gned in accordance with the 1999 11 �� .. •�: MSSHC, Section 401.3, Composition of Mixtures, using gradation BP-1. The proposed mixture shall berry; � compacted and tested by the contractors approved laboratory in accordance with AASHTO T 167 or ' � AASHTO T 245 (50 Blow Method). The job mix formula will be ,- Test Met} d the responsibility of the �Y, �,�..=:`r;i•�;. t 1 (Contractor. 4aixr+ik ?; The job mix formula shall be submitted in writing by the Contractor to the Engineer at least 10 days prior `"a 'fit'rkt 't'•,f+'''ji'k� UrY'' to the start of paving o erations. An new job mix formula shall have been developed no more than 3 t1: P € P Y j P months prior to submittal and shall include as a minimum: A. Percent passing each sieve size for total combined gradation, individual gradation of all aggregate stockpiles, and percentage by weight of each stockpile used in the job mis formula. T dA Percent of "� �, A'�,{�•1:��e�'. r>; B. asphalt cement, C. Asphalt viscosity or penetration grade. D. Number of blows of hammer compaction per side of molded specimen. 4`i , k, E. Mixing temperature. a t' F. Compaction to mperature. r:"t+t%Wpc�srecsrto.auistytc.aPw MO-4105, Page 3 Rev.2/15/01 F ,i•�'";'"t4r'.i��r.YTr`-%!'}'v:,tF1T(?S+2i::`�"3'1?', 'a"f;;:',r:r "t*.TF..;"".�,t,., .;;4-r-;^.,:}r -+t-, •c r r'�i' 4 ''aa `3ar }[.• ,Y."�;; },�.xAt v't'.+ ��.~� -a:,'i�i..<t,. r'f. .r.,,;'"'".:".,`,'„^."^!`?., .T'ra •3i;11'w;,., 2 �?"'.� '77 Y.,r 'T3a':r"1F'. ;�+, iI[., "� ,P rr r V + �'tt•.t.. ?�;. 4 <!{:' f. :y..i.: fPt' {' a:`{l•+1}` >'7'':�.`�., �f,;. +o. 1~'' .t,-d1 t S;""+''. 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Percent natural sand. 6 fx �l The Contractor shall submit samples to the Engineer, upon request, for job mix formula verification ••1� re',,,?,�z��rc,�';�,;�., testing, The job mix formula for each mixture shall be in effect until modified in writing g by the engineer. � !,t r � 1..•r,,lr. 'f Should a change in sources of materials be made, a new job mix formula must be approved by the �;: ;•,;• '`” y engineer before the new material is used. �A, i w ;pia �;.�,� ,Sampling shall be in accordance with AASI-ITO T 2, and testing shall be in accordance with AASHTO T SHTO T 11. ' 27 and AA 401-3.3 RECYCLED ASPHALT CONCRETE. Recycled asphalt concrete shall not be used, 401 �, ` I t�i•7rC'..1x!`'4:<J•.v 1r its' I -3.4 TEST SECTION. Prior to full production, p the Contractor shall prepare and place a quantity of ,p, y ,� I bituminous mixture according to the job mix fonnula. The amount of mixture should be sufficient to ;IM,a. r . ! '�" - �construct a test section 300 feet Ion and 20 to 30 feet wide laced in two lanes, with a Ion itudinal cold •« joint, and shall be of the same depth specified for the construction of the course which it represents, A '� '' lt'�t' ?„•;ys cold joint is defined as an exposed construction joint at least 4 hours old. The underlying grade or pavement structure upon which the test section is to be constructed shall be the same as the remainder of r77 the course represented by the test section. The equipment used in construction of the test section shall be ra s”` I-.,V,, the same type and weight to be used on the remainder of the course represented by the test section. i IV, �� Two random samples of mixture shall be taken at the plant and tested for asphalt content and aggregate �`:� t�'��!1•:,�'(�:�'yu�t��.�9., "=' gradation in accordance with paragraphs 401-6.3A and 3B and evaluated in accordance with paragraphs f�s`�r�"''��+��{��••>�C,', ;' 401-6.5A and 5B. Cores shall be taken to determine mat and joint density {a }is '` in accordance with paragraphs; ✓;'�flfTfi�Y. M. 401-5.I A 1 and 401-5.1 A2, respectively. They shall be sampled in accordance with paragraph 401-5.l A3 }' ';''`' :��" '` ` and tested in accordance with paragraph ara raP h 401-5.1A4. Mat densit y shall be evaluated in accordance with xft4n�;;; ': paragraph 401-5.2B 1 and joint density in accordance with ara ra h 401-5.2 ,{ 'r;' "S - . P g P 132. The test section shall be considered acceptable if: 1) gradation and asphalt content are within the action P P limits specified in paragraphs 401-6.5A and 5B, 2) the mat density meets or exceeds 96%, and 3) the .t;. joint density meets or exceeds 96°Jo. �017. If the initial test section should rove to be unacceptable, e�fir' i P p the necessary adjustments to the job mix r r 'z3 formulas lacin plant operation, placing procedures, and/or rolling procedures shall be made. A second test l�{{�' �, '��r��` •f,��;� section shall then be placed. If the second test section also does not meet specification requirements, both �'-' I`�,•' �.:�� sections shall be removed at the Contractor's expense. Additional test sections, as required, shall be constructed and evaluated for conformance to the specifications. Any additional sections that are not acceptable shall be removed at the Contractor's expense. Full production shall not begin until an ' +� ' G• acceptable section has been constructed and accepted by the Engineer. The initial test section, whether r � acceptable or unacceptable, and any subsequent section that meets specification requirements shall be paid for in accordance with paragraph 401-8.1. 115✓ + ...`��- J. ! •ramatsltrwpclsrres�nto•supstafc al>< MO-4105, Page 4 Rcv.2/15/01 s !Y t ��%„tt'' ,4�1¢t Y, Jre.^f,a�At},�'�J s a,'�,^,�rt,,+�t'-w':':Pr 18 t�+.'.,,;�.t'�.rM iY..p'..F u'.,y.]t't?Y f s r t kr,r).s r Q.A;r i4f:P hv,.•r.,rr.:,.,d.:.1 jj}�»,i,.�.`,2.�°3.�.,.u,.{6.;,�t,•t..q;a..�?::.t��.•i�..,t:,�.,,.lI'r,,l Yytr.r4.�•4,�fr,""4,.s..S.4v^t,,r t t7.*t.,,,?k.y..;,-',,..r,,tev'=,,:J jrn i�l kI,:,•,:.>'.I,$l.,:.A 1m{'!.�C''r,.-),...•,`1.(•,+rt;.,i.>.\i;;*i�r',,'n..;ti.,r;,ttt'.t,s,F'.;>vi.'i r...Y�;',ti5.�t�r„1.rr1.,•x;r)i;i..ev;e r,-1 e.i t r 5 4.�.t•.',f�H.t'i.r��,,t,:,:.,„.I 4r,„,t�:,}t t.!'.ti.t''i,n 1 1t.,...UU 5.i.,,-"�,}f..qt{t."t(tti.t,,';+i.r•t r,2 i:,.y,1,¢.n„r,,r...3!,_:1*J,},.y'�e„,",f')A•M�t,,.r,i�t•'.irM,r•�{,.,/.i;1�``ri„1.„'t,iy>.�,•;.`,�.G',re.Fe�trr7,,:.ry.f,s,7,Y.,,,rt C,,,f i a',�:F r f r t rr,t At.>,r*.'2:,i't�i�y§�;+d;.t t;g',S;�,_'::'I iQ',,t T'n)Ji!'•,ty r a'{A.+.a'},',PaY 7y,'p�r;4-^._y,5.y1,;,}�y�.lS l:'..rE 4 Y� :�•�'°n .:i �i! 7777''�N� 7 1,. i SRI* �gq $ . 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It should be recognized that the l aggregates produced by the plant may not satisfy the gradation requirements or produce a mix that exactly meets the job mix formula, In those instances, it will be necessary to reevaluate and redesign theI``;"44'r /r JJJ mix using plant-produced aggregates. Specimens should be prepared and the optimum bitumen content determined in the same manner as for the original design tests. 401-3.5 TESTING LABORATORY. The laboratory used to develop the job mix formula shall meet I=J the requirements of ASTM D 3666, A certification signed by the manager of the laboratory stating that it ,r; :.l i..,, , ,>r:,, meets these requirements shall be submitted to the Engineer prior to the scarf of construction. The t �;<� n�X",:• certification shall contain as a minimum: , - ;a� A. Qualifications of personnel; laboratory manager, supervising technician, and testing technicians. B. A listing of equipment to be used in developing the job mix. 4++, (?' '�J C. A copy of the laboratory's quality control system. D. Evidence of participation in the AASHTO Materials Reference Laboratory AMRL program. E. Evidence that the laboratory is accredited, for the test methods required herein, by a nationally �<.5;r:;�.s�i�r•{� . :.; recognized accreditation organization. CONSTRUCTION METHODS {' ''• " ' ,y Vli :•; rr,.:••,.r.. 401-4,1 WEATHER LIMITATIONS. Bituminous mixtures shall not be placed (1) when either the air 'x?" �;='• 'r temperature or the temperature of the surface on which the mixture is to be placed is below 50 F for the surface course or below 40 F for subsurface courses, (2) on any wet or frozen surface, (3) when weather -rr tirts'j conditions prevent the proper handling or finishing of the mixture, (4) between October I and April 1h.! 1� "� except when authorized by the engineer. Placement within these dates will be permitted only when it is to the Sponsor's adv ' advantage to do so. ^i 401-4.2 BI'T'UMINOUS MIXING PLANTS. Bituminous mixing plants and preparation of material and mixtures shall conform to the requirements of the 1999 MSSHC Section 404, and as follows: n {'xt^ ,:;n A. Testing Facilities. The contractor shall provide laboratory facilities at the plant for the use of the Engineer's acceptance testing and the Contractor's quality control testing, in accordance with paragraph 401-6.2. B. Inspection of Plant. The Engineer, or Engineer's authorized representative, shall have access, at �_ ,'�' P g P all times, to all areas of the plant for checking adequacy of equipment; inspecting operation of the plant: verifying weights, proportions, and material properties; and checking the temperatures , maintained in the preparation of the mixtures. 401-4.3 HAULING EQUIPMENT, Trucks used for hauling bituminous mixtures shall comply with 't�. ?: . the requirements of the 1999 MSSHC Section 404. . 4r 401-4.4 BITUMINOUS PAVERS. Bituminous pavers shall be self-contained units, provided with an i H ; activated screen or strike-of assembly heated if necessary,, and ca p able of s p readin g and finishing :. 4f: c�,tnt bituminous mixtures in lane widths applicable to the specified typical sections and thicknesses shown on .,;;' the plans. The paver shall be equipped with a receiving hopper having sufficient capacity for a uniform 5' yYY Y + T -PNISHw •kSPECS\MO••Nl1SlatcAw Rcv.2/15/01 ' MO-41OS, Page 5 tiq, 7717m,r:.: .s., •n;,�".rLl`�"xl.i'�' } _' +' 'f'r'^t;K "w°a' !J4Yy4b1Y<f+ 4Ki>LFGIt53' tucww:vr!.`. -- .,,.y.,•.e•'tz;: .^'�'*.. rY"k5`y a�4-.�`,+.'rf.�r•r�r,+t. 8 gift : , ., •�xs .}} ,.r,', � ic. � , ;: tt � �a�r?aa;:�., �'. .;� I y{. tt s vf,,, * :•;.��;'{a;�cte� r'��{i'+; ,,a+sw "4� v;/'i,,•�,'f"�ty'x,; t, , ', ty t'v� "+.,.'`;` '� ) rt�'y,,a, n>a , yii/^�i,' ''f;;�.t+,i:� �:>.c4fi3�%d;* k •iz ':tit 7 c + t .{ t ,r. 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The hopper shall be equipped with a distributions stem to place the mixture '""' "' `y •;`#<"{: ;s;�•�'i �,,��'�r uniformly in front of the screed or strike-off. For screed extensions greater than one foot, the distribution :kr µ7; 3s,;:,z: Y system will be increased accordingly. The screed or strike-off assembly shall be equipped with an automatic control device as required in paragraph 401-4.5, and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving or gouging the mixture. When F t"5`ilrir+fit laying mixtures, the paver shall be capable of operating at forward speeds consistent with satisfactory',, }+� ,''.' laying of the mixture. ,. 401-4.5 AUTOMATIC SCREED CONTROL. The use of automatic screed control devices will be required except for paving small irregular areas. The screed of the mechanical spreading and finishing 1't[9�3P r•,y t machine shall be regulated by an automatically controlled grade leveling and slope control deviceJt,i �Y�� ,, approved by the engineer. The device shall be a standard commercial quality adapted to the type of paver used and shall provide control for producing a uniform surface to the established grade, and a cross slope P P g g P conforming to the requirements of the typical section. The transverse slope controller shall be capable of t r maintaining the screed at the desired slope within plus or minus 0.1 percent. ` to k,RAG;;:.ry A. :Except as modified above or by the contract, the initial pass of the paver, when placing the first r„ � R�',�,�417�,;; 5pr„i . ,P t•'r t,�"'•t•rat..: t continuous layer, shall be made with the sensor following a traveling reference plane not less than 30 feet in length that is an integral part of the paver. If an established grade reference is t�;�3 �jf `' r• ` required by the contract, the engineer will establish the grade and will furnish variable thickness values at intervals along the center line of the roadbed or the use of the contractor in setting a grade reference. Regardless of the method used for placing the first continuous layer, other layers '" `.; y9[[I !.. {;:.,�5' shall be placed by use of a shoe-type sensor or indicator, the traveling reference plane, or by t �w� if t f .tf h"otn',�`'fr�h'vi!Ftf;.'::�`•� additional use of the established grade reference as follows: ,t;; .�x,t <k. y��L(.'t>>YY t2/'. t...�y�v, r• ] If the current construction consists of only one bituminous or asphaltic layer, a shoe-type sensor or indicator resting on the adjacent surface may be used for control of subsequent passes of the paver for that layer. If more than two adjacent passes of the paver are required to lace the material the full width of the riding surface, additional use of they " =_°:, .sl q p g ` = established grade reference or use of the traveling reference may be required, if in the judgment of the engineer, satisfactory grade control is not being obtained by the use of1z r;. the shoe-type sensor. .': 2 If the current construction consists of two bituminous or asphaltic layers, subsequent passes of the paver for the first layer and the first pass of the paver for the second layer may be made with the sensor following the traveling reference. The adjacent passes ofx ! jf�r s the paver for the second layer shall be made with a shoe-type sensor or indicator resting a{c on the previously placed second layer. If more than two adjacent passes of the paver arer;t required to place the second layer the full width of the riding surface, additional use of the established grade reference or the traveling reference may be required, if in the �? judgment of the engineer, satisfactory grade control is not obtained by the use of the shoe-type sensor resting on the adjacent surface. {��; B. The spreading operation shall be discontinued in the event of failure of the automatic control device except that placement will be permitted of mixtures already produced at the time of the failure. The use of the automatic control equipment does not preclude the need for manual control of the screed adjustment for wedging operations over small areas requiring more correction than the maximum thickness permitted for an individual layer of the type of material being placed. ` .Yr t Ir`.c1B 401-4.6 ROLLERS. All rollers, vibrators or other equipment used to compact the bituminous mixture +. � I Rev.2/15/01 .;:{ T:Yy'NISI�w�Y,SP[CS71Yfn•ai115tatedrw MO-4105, Page 6 F 'Fyy•��:—T1r.�:'I r?•g.i.�t.� j. ;f� r�1 :=t .t r'Jt4; •'(� 1 ' ' '"tjr"ki.'�'' .^.'.'^^+-"„�ot.�«'. ? ' Y s '.j.Itti: t it•;Gr:;?`;t,.,c.t�Y l.tt�u'{t.=A`"`:�'•ip5',,�'Ytr t Y�'A ViMR.s � U�r1i%;7, I JlY,e 7 1'F�,. t.,E,+it.v N' I!''.� i.1�?U,.;.`,r•;.K'..i•"a.�,;Y.S.�;.,,,r.t..rr :.t t} {1 4 1<: t. ). ',r :.4 ai.;�..fa>,t<J'te , ,.,,y�yn ,t2/; .�)�irt�k`tG 3�Xr`; :Y"-'• � F'�„�S;'3 i •tT^`s' i. r t.t i .s x ;i t T'; 'r i �t i s I ,i � r r �}�ts.ttc ".r�,� t�' �y'4t�, r ' „Sy�'ji• �1F):,v4 r. , �7J�,,y 1, IXrG Ili",..A;t.i,it.Y`I,i�(•`�S'J 1. t }f i !',T 't,l} t ,S I / �}xC: t',ff t (t!i.�. t,,`�,,'JI'�y�l; { 43}F,41!1fb.,�.H-"J�t!��•,�y .�, �, V? 6•f',r+ r�:�,"i'X'f c t�,�ry'ti?.S}i�3i!,4Ji .iir H. 1'r Ji., � ''ttf } r Yl; 1 r Y{ r1 r ' �,ttf;�'X`t7,,�,i'ti�rs5 iU.i�.[ft!bt��`'•7e�>�' , r ' •�'��.�I,t±��'�N i`�'. S'tyt t�f;�Jxi r 7.: n,. ..fr !�! � Y yj 7'r k t �_ f'.I =+ Ytt, $�';�i�" �J`1}�� '��i�� as t {:}fS as tY}2/.i'S�d {a �p,t3+ •t .., % s'' r.' .r..:,,: t F'z� `t �./d wF J��',��5 + �+'''�•S•�+t-" � r .�tt t L,' } ,, a+�is,•tF� iyi;,gt. •sAt r�t.�n 7.�t } 1 r Lt' 1 t t, .i t 1 { �; Yr?ft �<,,..r } S r/i s{ ( k�: �.3 Mlx:S�t.;,r ,Yi,r ityt�'.xi,n A' ,:tSt.'a'tri t Irz y + . s r tr. „iycl s.5 tt'i Ti +r.o,.y,;f .t�.?c ts•',N...�; � �t..,`Ft:'+ '$h}a'>f�'.fiu `5�='i b,JV ,;idr�'��`I,'Pi '�.,Y''t''r�� t ' '' �:s... S "' :"),'.,>;�`�„ .yt r.4',t,lyy �-h,,,.;�Tt,t;'r"•stp � x`'� .b.� F:.� .;i.11 r' �r t.:`,%tr:7 n�r r'j ''y r u:?' + t 1': .1.jt,�� 4f L,r�s,sr,yi�.;'t, :,�r,.1 i��s. �t.�s y,• yy,K,k �.7f,•t:fx'� ,y .,1.,.t .}•.�j�A� t qa iS :i'i rt+`�7�'e�wr)»w��vn:J,..«.Mwd.'t"'r�„aM ww•w<':'r+.i.'.,.w,.« ...,..... ......s....,....... wn,m.r,rr•+•rk.;,trr'cP:4;'1'twh„tnthsr!P;'w?.nt.�.aNriui'ri.. .w.........::...:.,�. ....,....,...u.«.w 4....,...„,..,.w:.a.,WO,.,�+r.«.�...t aii:u'.:w,��Aar..} is„ �,f)}!'� �1 t,��jrj�k shall be in satisfactory working condition. All rollers shall be capable of reversing without backlash, and steel wheel rollers shall be equipped with scrapers. Pneumatic tire rollers shall be self-propelled, of the ' oscillating-type and equipped with smooth tires of equal sire, diameter and ply rating, all maintained at tt ?S the same inflation pressure. The contractor shall furnish evidence regarding tire size, pressure and loading. Rollers shall have a system for moistening each wheel or roll. Rollers shall be of a size and used ��-_;,��;';�'�u:r�k�,•i�'� 4 ' in sufficient numbers to achieve specified compaction. The use of equipment which causes excessive crushing of the aggregate will n ot be permitted. .: 401-4.7 APPLICATION OF PRIME OR TACK. The prime or tack coat, if specified, shall be applied PY t accordance with Item P-602 or P-603. x{ . r�tt ;t 401-4.8 SPREADING AND FINISHING, The base course, primed or tacked surface, or preceding r E�t11'.,.1i course or layer shall be cleaned of all dirt, packed soil or other foreign material prior to spreading the i4 J asphalt mixture. The rate of delivery of the mixture to the paver shall be coordinated so as to provide, ' where practicable, a uniform rate of placement without intermittent operation of the paver. Adequate ,i be provided for night P lacements. Hauling over freshly Placed material shall not htin shall be permitted until the material has been compacted, as specified, and allowed to cool to atmospheric ,::x,,w •:.�,; ':'u,,,r ; temperature, :.f '.; The mixture shall be placed and compacted at a temperature suitable for obtaining density, surface smoothness, and other specified requirements but not less than 260 F and be within 25 F of that specified by the engineer. If lumps are present or a crust of mixture has formed, the entire load shall be rejected. ;:. Upon arrival, the mixture shall be placed to the full width by a bituminous paver. It shall be struck off in ;��i:�i�,�nt��11�;�t�i}�.•�,� r0^ a uniform layer of such depth that, when the work is completed, it shall have the required thickness and conform to the grade and contour indicated.The speed of the paver shall be regulated to eliminate pulling and tearing of the bituminous mat. Unless otherwise permitted, placement of the mixture shall begin along the centerline of a crowned section or on the high side of areas with a one-way slope. The mixture i shall be placed in consecutive adjacent strips having a minimum width of 12.5 feet except where edge lanes require less width to complete the area. The longitudinal joint in one course shall offset the longitudinal joint in the course immediately below b at least 1 foot; however, the joint in the surface top g J y y course shall be at the centerline of the pavement. Transverse joints in one course shall be offset by at 1�'.•�,sI”, ��"-' ,a least 10 feet from transverse joints in the previous course. Transverse joints in adjacent lanes shall be offset a minimum of 10 feet. 1 On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and ' x 'r�5%,a , finishing equipment impractical, the mixture may be spread and luted by hand tools. 401.4.9 COMPACTION. After the asphaltic mixture has been spread, struck off and surface ] irregularities adjusted, it shall be thoroughly and uniformly compacted by rolling. Rolling shall begin as �� V soon after spreading the mixture as it will bear the weight of the roller without undue displacement. The �<4+;Y type and number of rollers furnished shall be sufficient to obtain the required compaction while the mixture is in a workable condition. A pneumatic tire roller shall be used as the initial or intermediate � �. roller on any course placed as a wedge or leveling course. All rolling shall be completed prior to the IV surface temperature of the mixture decreasing to 175 F. p g }+ t^f A dual drum vibratory roller of a type specifically designed for the compaction of asphaltic mixtures may be used for initial rolling.A dual drum vibratory roller meeting the requirements for the steel wheel roller ` and operating in the static mode may be used as the finish roller. 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C• 'Y ,r 3t..t.tt 7t ' r .. 5 , 1' < A Iii tr,,l ,.3.''�.5�.` {�•r"t,Jd � ,J}¢{,. / r .. .tl r r.�.. y '.`t ° is�` ' , .{r.s V ,!''!,'i:;tt,s.'rN .lib; S t i�f ; t` '.r f `•k'� ;.t',�(�.'h,��C�)).��r,+t,�(.rr`'F, i�++va �rfi:5 j7;� JJ {• 4 S I t .1 "i Yr R 5 �y i f �'. s..<w.meVtr•itvKtfM,7+,rP.f. tr,}r.p¢ro tr.'t,.,rIhY61 t ha,.;dN..�s.pa*.rr.,rut.va 1;54,1!?Mr�,+��'cikrlte,vs e,.a.,i...,.««.,......,.., � ..... ........... .9.t 5,:....,.::.++s:,aS..,we t ,YSC�, � �+1 '�yy , I:� quantities of mixture, a single vibratory roller shall not be used as both the initial roller and final roller. The roller shall be equipped with a dual amplitude system and shall have a minimum frequency of 1500 vibrations per minute. The roller shall also be equipped with a speedometer than accurately indicates -:% roller speed in maximum increments of either 1/2 mile per hour or 50 feet per minute. The roller controls shall include a device that prevents the roller from traveling in excess of 2-1/2 miles per hour when the roller is in a vibratory mode. If satisfactory compaction is not being obtained, the contractor shall cease usin g the vibratory roller. Rollers shall move at a slow but uniform speed with the drive roll or wheels nearest the paver. Rolling � ,`,� shall begin at the sides and proceed longitudinally parallel to the road center line, each trip overlapping one half the roller width, gradually progressing to the crown of the road. Compaction of the longitudinalt �`K,t;'ti j oint should be accomplished first by rolling from the hot side of the layer with the roller wheels lapping ,, .�;��•�`.�`,-�,; ,t. approximately 6 in. over on the cold mat. Alternate trips of the roller shall be terminated in steps to3;;U =r< ' prevent the formation of surface irregularities. The alternate stops shall be spaced in such manner than any excess water will drain quickly. Lateral or diagonal rolling may be permitted to remove high spots, provided the rolling is done in such manner and at such time that shoving or cracking will not result. ,..t displacement `` Any occurrin g as a result of startin g, stopping or direction of a roller, or from other causes, shall be avoided. Areas of displacement shall be corrected at once by the use of rakes and addition of fresh mixture when required. Care shall be exercised in rolling not to displace the line and {' grade of the edges of the bituminous mixture. If necessary to prevent adhesion of the mixture to the �`1 .:f f s }f Li, r.d1r t n ..•. r rollers, the wheels and rolls shall be kept properly moistened with water or water mixed with very small �� quantities of detergent or other approved material. Excess liquid will not be permitted, Diesel fuel, fuel icxt oil or other detrimental products shall not be used as wetting agents. Rolling shall be continued until all ;� roller marks are eliminated. -=' Any mixture that becomes loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced with fresh, hot mixture, which shall be compacted to conform with the surrounding area. =»:'�`' d'•a � x�", Any area showing an excess or deficiency of asphalt cement shall be removed and replaced. j Y Y P 401.4.1(1 JOINTS. Transverse joints shall be formed b an method that will produce a dense, vertical section for use when laying is resumed. The joint formed when the fresh mixture is placed shall be dense, fN I a�•x„w,5�- well scaled, and the grade, line and surface texture of the succeeding surface shall conform to that of the ril ,;: ,';t tv joined surface. If deemed necessary by the engineer, the transverse joint shall be painted with a light :A coating of asphaltic material. Hand manipulation of the mixture is to be minimized to avoid unsightly surface...texture. Placing f bituminous mixture shall be as nearly continuous as possible and the roller '' '''` '"' r g y p shall not.pass over the unprotected end unless laying of additional mixture is to be delayed for sufficient ,s time to.•permit the mixture to become chilled. v1t ;ti' ru Longitudinal joints shall be formed by the use of an edging plate fixed on both sides of the finishing Yy machine. These plates shall be adjustable and the outside plate shall be set at an angle of approximately =-=;rrV"V 45 degrees with the surface of the runway and in a position that will lightly compact the mixture. Theky inside plate, or that placing material for the longitudinal joint, shall be normal to the runway. When 1 1 i5rt:, placing the first lane, if the mixture at the longitudinal joint tends to slump, it shall be set up to a verticals edge by light compaction with the back of a rake. During the construction of a longitudinal joint, the edging plate of the paver should overlap the previously placed lane by no more than 1 1/2 in. Any increase in the amount of overlap beyond this distance will provide excess material that will need to be ai raked off of the joint, The thickness of the new mix should be 1/4 in,/in. higher than the compacted mix. Minimal or no raking of the longitudinal joint should be necessary if the amount of overlay of the paver ;° screed on the adjacent lane is 1 1/2 in, or less. If raking is done, the raker should not broadcast the mix ' across the newly placed mix. The excess material should only be pushed I in. or 2 in. toward the ; "rl. T15K113 IN5)w:1SPCCStM0.401Statc.d,w MO-410S, Page 8 Rev.2/15/01 r5,`.�,ttt1ClRlRty, ' �5rtk 3#f •S'^'N tj^''(i' F 1^ �S 'Tr .r, Y t ., ::t ,.. `r.J T• -'+r !5 ?; r�cl'�,._;R.r, 5't'Y,:+S ate;. - :y. {. tS�S��)•r..}ir;�r•t,rx;�',t:`tt't,y.,...,.,rtt t. :r .t t,:' 1. . , f �,. t r r. t .�..t. t o :±r ,d l'i+i,1�:d ij�;t}d�.`a 's'";;.��' �S°i� { - ..r ,.a: 5'a r,.h;',,.,,. `•',;c Jv'S; ,. ,:� t, t' t �,r r.. ; �.. y � +. � f n ;'i <�. rt.i ,.,•5 , tr r..�} L ,t .4 t .,N, R�irc }1 �#i�yi�ir�r�ti j'4ry,��,aC`:F(;,•�� i . 4tk t�'i�!„•tt,� %ti'C �'3t-:4''�('.F:?:t'�:1,�'! r ' t ,{t y. ....d .r. f t ' I ' �4' t�..� ,�'r'� k �!”•.�� ,1RR ..' il' }y,•5itar r'^�),t,51,, f:,,,.: !'(t k t5r }}.�t!• _ ..,5 3 t r f �:¢ i t i i i r: ,y + r(, qr q7 �. . ANi! F 1 C /,� .,f�.t.. tr' = r ) t{ y�'17 t t), t� i .1 t r �;.i.. i"•Z�'h) ��J yt {�.•ti' 1'.{�,fa ! «�� q t;• w;�tc. A,° c r., i t i r t 'i �`, ,rJ':='t}.�' .l, v �,��'t;t yy75 tt rir"�'A}, e{t tt ,+Y•YR Fy. ': � S't5 i tt i {4 .i „i'S �� !t �j Vf � fa.i tr li .�,v 1 t4w'� f �ti t: n r ta .cr'i }}� � r., r tt. 1 t�F' f, )4r+:;"„•�'!�{yj�.i Fir +SM4 ..77,,,f,.r .^a4 .,.rj;`'�..t`;r;;.: �` t? ..i. 'it .t 2:,r� ,l v 1 t } !t t ;+ ✓ t zr! r5.' 'i J,r!r.aSr't� � ;`{tsC if��l,ryr`). .+yt`' t 1�.�1k� t ,, > sr A ayt J Sxs. v v.R xr tt . , rs # {r 5`7�. , e31si;.vi r �}• ...•SY .q� .. , .. ., ! sr 1 ...�. ',�S •L, ;% r , i i•.r: yy;yr $t4� . :, �,�jy�'$q y.' V Jr"„W ?j• iY'r G.,?,' t5d`, {��isrN,ti,v;:.,C,ts°I i' G .k{ .h�.s t'r°tlr �. tti •t r, 3 r i t �`'�'-, 4F'.r R 'r'�Y'cS.�, ,T\i 1..•} ,,•`?Aa,.) j S qtr 'S,n,.r1} 4:+,� ,>hpff..,it�,'N.'.-,ir+71,7•r,}�s• rt'r!5 1 .{; r i.. .1 ti f r4,t � i,S.,,}tS•t} :`;�t"'i. �'�;"��4 } 'r .S r .t..N . „a .t.. a. ..t. Sr tii .iSr' xrY 4V r��b��5•,t3e'4�'��j^�,�+r a, t �W `'�rk'�vt�.irit�r l4:'i��,}��;•'k'.�:trE=a�(h :tS t .k.,. ..tt ,:t � � 3. .� +>..::Y t:�, ;r,y ii��'.1 '��.,y �i}�. :x "i +�•'` c,�(„ ,.,.:, J i,�"'"''.r ,?,.'S.L{.ru::a.?'s s:tw,+,:a�.ia+rh't`S„}NU1dY��PC�fi'tff?l�Tt ffi:Y'?fiti'bfi�•}.11f:at..`t.�±,k'r!.'.+(�+fi,",1!'„_.+Gt�'•Sk,�[1s.J'44a�:',�;siF a*s+wv�v.,w a.«:.iv:..«....r:...:Aaa,'.-,�;. ...1.:.�µ.+..i...:.ar..•..:,.:>;:.:' t..,tlxw�..t:'id:;il:«itli�� 1',Y�,�,,�„�„4. t .',C,l tt xr�bj' 7 L t'J�. to e'-yFj_ft't'r�'��Vii_•%�' longitudinal joint location and be deposited just on the uncompacted side of the joint. If it is deemed `J U necessary by the engineer in properly sealing the longitudinal joint, a light coating of bituminous material shall be applied to the exposed edge before the joint is trade. Irregularities in the outside edge alignment ;; shall be corrected by removing or adding mixture before the surface is compacted. i.. •�:LL Kt t;�t,i �uc},j:,;�'S4lVi�;i: MATERIAL ACCEPTANCE t, +51x}ir4: :"S 401-5.1 ACCEPTANCE SAMPLING AND TESTING. All acceptance sampling and testing necessary to determine conformance with the requirements specified in this section will be performed by 'V" titt the Engineer at no cost to the Contractor. Testing organizations performing these tests shall meet the , requirements of ASTM D 3666. All equipment in Contractor furnished laboratories shall be calibrated by " ¢s;�'%;• the testing organization prior to the start of operations. g b P 1 A lot will consist of: i ii --One day's production not to exceed 2,000 tons,or k '> • r;� �;.. --A half days production where a days production is expected to consist of between 2,000 and 4,000 tons. Engineer shall determine number of core samples needed to represent production amounts less than 2,000 tons. °*' 'r } ;.. A. Field Placed Material Material placed in the field shall be tested for mat and joint density on a ,;A lot basis. ' , 1. Mat Density. Each lot, as defined above, shall be divided into four equal sublots. One core of finished, compacted materials shall be taken by the contractor from each sublot. Core locations will be determined by the engineer on a random basis in accordance withr�,}�' i;€�+`:,;k, procedures contained in ASTM D 3665. Cores shall not be taken closer than one foot Jl from a transverse or longitudinal joint. , 2. Joint Density. The lot size shall be the total length of longitudinal joints constructed by Jfit ' a lot as defined above. Each lot shall be divided into four equal sublots. One core of i` 1 �� '1 n r}�'Ury+I,tip}u,(r�"�rx,$�,z}:�:.,r.Y:. finished, compacted materials shall be taken by the contractor from each sublot. Core locations will be determined by the engineer on a random basis in accordance withY� � ,''s, 1 procedures contained in ASTM D 3665. Cores shall be taken within a band not greater . ^ "yTU : . than six inches on either side of the joint. a?+ 3. Sampling. Samples shall be neatly cut with a core drill. The cutting edge of the core drill bit shall be of hardened steel or other suitable material with diamond chips embedded in the metal cutting edge. The minimum diameter of the sample shall be four inches. p°t, Samples that are clearly defective, as a result of sampling, shall be discarded and anotheral sample taken. The contractor shall furnish all tools, labor, and material for cutting ', ' lr; samples and filling the cored pavement. Cored holes shall be filled in a manner kr.r ,ter 'i{^: • <;t acceptable to the engineer. 4. Testin g The bulk specific gravity of each cored sample will be measured by the ,at Nab Engineer in accordance with ASTM D 2726 or D 1188, whichever is applicable. The percent compaction (density) of each sample will be determined by dividing the bulk • ;,? MCI S ,•r +� T:l!rH1snY'�lsr�csf>`�o•amsat�.a,"' MO-410S, Page 9 Rev.2/15/01 dam' iz;. a ^4� t^;:.t;pi:[rsi.,- t.}Y; ;7•i '7riM1" ..5,.,.,..^.^n^,-.r^+ .nw+Y,sx'rrwrreuMar'*..,w71"'•;., ..,.r;-,.t`rl';;e'�ai a*^. "7 t 1 I+ r;;,,r ..";"iii �;>.n c.y,} i�1'rS#,-1.'.�S•.,,i. S'S�S' ',�74,r s� :'i' ' .4{Jt � - ,�'.:• rk,,7,j'd�,`3}„s,.. ;l�'-:T't�i'a; }{ ,tl' .4: .i+:.a, ,''.ti,<w..4,. fs2,..r,� .t. .3. 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''KSe•'s !'F$'tl t +y, t 3e r ;hr' >{• t 3N'z��.,lrtx2"�?y1,1 41..}' j i , . � 1 '. j; � iF t ;f. j , � n. ��+.r«� C �. `a. ,�, J i .u'. ..rr#�. ,[}j2 k,}.' 1.2.sJ i.s lz kt w t. ,t.) is t t.. •,t 1 ;.'.t� t., r +,'..flf1 t� S= ''Y.r".n,. 'i��},, a1 ',qr :§7.�sd�..: ,��§�4Fr;�a�-„ .,l,.Y t. ,' �'� •c rrt t w: , �s, ;, �y ,•f ,r�.Jr't<ti°'S,'rtt5°. '� '�y�s ;' .. fit}?�^i\JS:L}N�2'.�t:,1ds�14�`.�b�z�. itx�toffe+ ,v'».•.::....—.;:.....r: r > }, .,±..e;..-..s'1��....•3..:.xax.Y. ��. 't `,”^'`tYS w,uS+�t'k1}:.3:4't�ix:.G/�+,n,.•,.>Y:�,�,1.},i:...z",: .wv..tt.....w.17.Ewa'•w.+,«,s•:re.�snrn,:nu>WS•,'Ncsm�;�M L..�{.d../'F„2C Yf t ... .. ,.._._ r r !p k..'�t''A,',. specific gravity of each sublot sample obtained from the lot by the bulk specific gravity of the laboratory compacted sample. ; 5. Acceptance. Acceptance of field placed material for mat density will be determined by � :'. J;` �{'l�ti the Engineer in accordance with the requirements of paragraph 401-5.2131, Acceptance for joint density will be determined in accordance with the requirements of paragraph 401-5.2132. 401-5.2 ACCEPTANCE CRITERIA. A. General. Acceptance will be based on the following characteristics of the bituminous mixture and completed pavement as well as the implementation of the Contractor's Quality Control plan :r and test results: i 1. Mat density 2. Joint density j 3. Thickness �,x,,n 4. Smoothness b', o+rw"`'' q 5. Grade Id a Acceptance for mat density will be based on the criteria in paragraph 401-5.2131. Acceptance for joint ' density will be based on the criteria in paragraph 401-5.2132. Thickness will be evaluated by theic' 1� +f'��3"' " f Engineer for compliance in accordance with paragraph 401-5.2133. Acceptance for smoothness will be based on the criteria contained in paragraph 401-5.284. Acceptance for grade will be based on they criteria contained in paragraph 401-5.2135. ' The Engineer may at any time, not withstandin g P revious plant acceptance, reject and require the €L `; Contractor to dispose of any batch of bituminous mixture which is rendered unfit for use due to contamination, segregation, incomplete coating of aggregate, or improper mix temperature. Such rejection may be based on only visual inspection or temperature measurements. In the event of such ` j Y Y P' P rejection, the Contractor may take a representative sample of the rejected material in the presence of the F;�• a�: c d ,; �,,r';•,. Engineer, and if he can demonstrate in the laboratory, in the presence of the Engineer, that such materials was erroneous] rejected,payment will be made for the material at the contract unit rice. Y �. Y j P Y I, B. Acceptance Criteria ; s 1. Mat Density. If the density of the lot equals or exceeds 96 percent, the lot shall beE ' acceptable. If the density is less than 96 percent, then payment shall be made in accordance with paragraph 401- 8.IA. � F IN 2. Join Density. ` Joint n ty. If the density of the lot equals or exceeds 96 percent, the lot shall be '} acceptable. If the density is less than 96 percent, then payment shall be made in t, accordance with paragraph 401- 8.1A 3. Thickness. Thickness shall be evaluated for compliance by the engineer to the �YYYY`cR requirements shown on the plans. Measurements of thickness shall be made by the ,•: P engineer using cores extracted for each sublot for density measurement. 4 4 4. Smoothness. The finished surfaces of the pavement shall not vary more than 1/4 inch for s ' the surface course. Each lot shall be evaluated with a 12-foot straightedge. The lot size shall be 2,000 square yards. Measurements will be made perpendicular to the centerline ;t T:\`rN1�11wpc1SPEC5\Af0•InlStafc.dsK MO-410S, Page 10 Rev.2/15/01 ,r �4 it y � ••r 'l,{r; »;1'e' �;:'7,q.- ..., .4►tfnr�'!�±?^"'^n'?",.'.. ,i........�•r—,yr'""1"'y';^'r"""r''.T;a,sttfr�.`,• ..,T.s, ,,ytt�%,r� r'.� 5". +asps >1!3,t�,�� P I t``r f1Kr�J T Y1T•f'd'.5}�1 ...T 'ay r J ,N'lft to '�t ,YS t� y..r�,i r�j i .Iirl r rt'ta}t�{j}'F�+�f,�:r ¢{S);�c't�;> .. 7 = ,;• �i t X4 i'rfi ;v'T y :, r��.t��'u r•3�y.,�t1..r t:t�,F�,"yt.l;i,71.ti`.` t'7r6,iss1t;1.'.�St�r�'7�,t '?,.iJ�['4M1 3 �. ,1;. r'{. r yt�Jt� F{ }iYl'4'•.-'3ii ..rig, ':".;j ,r yr f�.''k:.^.',x .r,, ,l'f .}J,+, drxa�{.,.:_} «.'t. ' ,I.y„! .v t ! r' �i RM1t(:•.,.,7I;A,;r,tt ^s�, A ` ' `' �t r 1 �,!` r �,. T.i s•d ,ij S i �z .r l t r �5�'>, r i +1 l ,�l.rte`t a xr,f, � � �.�... fy t �zF ,�k �n 11�� .�.,: � f+1 Y ft€;ssrt �,?�,, 3 t;•ri'n•. �x •T' }t�. .;,f r'. 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'.1 c ..1;7 t��+ ..5 YY ,i�*r�„r, .aV4Fs<U FK [ 4, � •.t�,a t,f.S�M'${{�4��t•<.art,E't't;e y { t., t .f r r ,, �.(. ,4rr, f 5 r;t.Ftlhais,)ax ;}ry' 't f"�?. e. t iy}t r..��,�"'�a i,.Y�^'PtMY:6i.'wLii..':. z,.,....,.i ..�,.a,....,..,_.3..,...a?:fnw...6M.,•r,r•.w7rlat°.tMv.6vda�c.+anl+M'i>.11ri inh'.!iAA4`{rNY!rrvaene..,«:�..«...y........... _.. ,,_....,,, ..'i', .1....,F..,(4.,a.....»w...w..:.i:;i's`f«�.r�..,t^7�:�`i.J i�4 r at distances not to exceed 50 feet. When 15 percent of all measurements within a lot ' exceed the specified tolerance, the Contractor shall remove the deficient area and replace �# with new material. Sufficient material shall be removed to allow at least one inch off ,! r asphalt concrete to be placed. Skin patching shall not be permitted. High points may be `{ ground off. 5. Grade. The finished surface of the pavement shall not vary from the grade line { < •• ''•' a r:. elevations and cross sections shown on the plans b more than 1/2 inch. The finished P Y EJ grade of each lot will be determined by running levels at intervals of 50 feet or less longitudinally and transversely to determine the elevation of the completed pavement. ; r, - kf•.i The lot size shall be 2,000 square yards. When more than IS percent of all the `a measurements within a lot are outside the specified tolerance, the Contractor shall R'' r remove the deficient area and replace with new material. Sufficient material shall .be :, ;rNv r (, removed to allow at least one inch of asphalt concrete to be placed. Skin patching for C i correcting low areas shall not be permitted. High points may be ground off. 401-5.3 RESAMPLING PAVEMENT. t •t�i` A. General. Resampling of a lot of pavement for mat or joint density will be allowed if the Contractor requests, in writing, within 48 hours after receiving the written test results from the Engineer. A retest will consist of all the sampling and testing procedures contained in paragraphs 401-5.1A. Only one resampling per lot will be permitted.' ` 0611 ]. The cost for resampling and retesting shall be borne by the Contractor. 1,712 B. Payment for Resampled Lot. Payment for the resampled lot for mat and joint density shall be in accordance with paragraph 401-8.1 A. t CONTRACTOR QTJALIZ'I' CONTROL 401-6.1 GENERAL. The Contractor shall develop a Quality Control Program in accordance with 0 . �t' . ' r•t Section 100 of the General Provisions. The program shall address all elements which effect the quality of • +r is• �r`;1 +;`r'i!- 54: t:. 1 ` the pavement including, but not limited to: A. Mix Design ;uz B. Aggregate Grading C. Quality of Materials �i'," D. Stockpile Management r�.. '', •„'• E. Proportioning ltl.� t ?a fir, F. Mixing and Transportation `�'r G. Placing and Finishing H. Joints \r "J I. Compaction >7 +' J. Surface Smoothness } O 401-6.2 TESTING LABORATORY. The Contractor shall provide a fully equipped asphalt laboratory ") located at the plant or job site, It shall be available for joint use by the Contractor for quality control $J testing and by the Engineer for acceptance testing and must have adequate equipment for the performance of the tests required by theses specifications. The Engineer shall have priority in use of the P q l P -•: . equipment necessary for acceptance testing. 7 � Q '1 �•�, r,fit T:Nr X151\wpclSi'ECS\.MU•441IStatc.duc MO-410S, Page 11 Rcv.2/15/01 t "H 'k'R',^Y�*n'•K;C„ ;p r;.`�`sv vt(N�.^,:•4 ?;1-,l .rlG't*,^-$.*.—.n,.-.r...±.anns y++hMW�gxpPKFt YAwN!+!�tww!!!^"!:•�,')i'is rsl::'t't.-..[.\.,m1.;';•�!,:�ix,•. :^+iR., '',?;1°a "”' ”»':?. ,t x. 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'rr t 1 :'(”'.l�( f r'�` `tt.3s ,µ1�'{isl,. t�` J 1.1�'kYk:,(.i:, .t,.•'t 1 ' r y. .'t' ,li' r.1 :{.. {F '11R;}f fo 4 Ax n�4 dkktiwrxL•w.,.:.>�..�h.a.c ,.».., i... 1 ....u:.4:w..»...arr.ra„nernr>oas'1tMk*Yk>hY:{.'�!"�, 9Kf h.2,•rt, r....:e,..•.....:_,.. , ... .. ...,.»...,.,,ti..wt«•.n.r.:wr:G+iiawlwnwvlw�.w..a+ni4tiL�.,..:w,i.rr:..:.-,.,;�...:::d3�� ^'�.t��iy, Y�d�'�.�17 `1r, The effective working area of the laboratory shall be a minimum of 150 square feet with a ceiling height +''' of not less than 7.5 feet, Lighting shall be adequate to illuminate all working areas, It ,;hall be equipped ^;� �$;',t;'rr'f.}f?,j3'• with heating and air conditioning units to maintain a temperature of 70 degrees F+ 5 degrees. �t J - xii�r � . Laboratory facilities shall be kept clean and all equipment shall be maintained in proper working condition. The Engineer shall be permitted unrestricted access to inspect the Contractor's laboratory ��J i;;;*�{:5�'• :, facility and witness quality control activities. The Engineer will advise the Contractor in writing of anyt .. >.,,{ noted deficiencies concemin b the laboratory� facility, equipment, supplies, or testin g Personnel and A41 {zs rY;4777,: procedures. When the deficiencies are serious enough to be adversely affecting test results, the ';r `4 incorporation of the materials into the work shall be suspended immediately and will not be permitted to resume until the deficiencies are satisfactorily corrected. 401-6.3 QUALITY CONTROI, TESTING. The Contractor shall perform all quality control tests OF 1� Um' r . necessary to control the production and construction processes applicable to these specifications and as » <f;.t 'u'` set forth in the Quality Control Program. The testing program shall include, but not necessarily limited r to, tests,•,for the control of asphalt content, aggregate gradation, temperatures, aggregate moisture, field w, compaction, and surface smoothness. A Quality Control Testing Plan shall be developed as part of the Q ualit y Control Program. lf; A. Asphalt Content. A minimum of two extraction tests shall be performed per lot in accordance with ASTM D 2172 for determination of asphalt content. The weight of ash t �tfg�. •t p g l extraction test, as described in ASTM D 2172, shall be determined as part of the first extraction� ��.`�rM��# :,;' y test performed at the beginning of plant production; and as part of every tenth extraction test *s; 't=�Y>£u'� `op`? ; performed thereafter, for the duration of plant production. The last weight of ash value obtained shall be used in the calculation of the asphalt content for the mixture. (. ' The use of the nuclear method for determining asphalt content in accordance with ASTM D 4125 is permitted, provided that it is calibrated for the specific mix being used. B. Gradation. Aggregate gradations shall be determined a minimum of twice per lot from tiltµ>IL r; mechanical analysis of extracted aggregate in accordance with AASHTO T 30 and ASTM C 136Ya}5'f1"t�ti it Y (dry sieve). When asphalt content is determined by the nuclear method, aggregate gradation shall .., ,,r be determined from hot bin samples on batch plants, or from the cold feed on drum mix or continuous mix plants, and tested in accordance with ASTM C 136 (dry sieve) using actual batch weights to determine the combined aggregate radation of the mixture. s,- 4�Ia" AkE? 4JN ph A6 C. Moisture Content of Aggregate. The moisture content of aggregate used for production shall be r wtr determined a minimum of once per lot in accordance with ASTM C 566. r. �,F�#• .�, .'�,': RR D. Moisture Content of Mixture. The moisture content of the mixture shall be determined once per ;xrh ' niw';• Y`. lot in accordance with ASTM D 1461.' E. Temperatures, Temperatures shall be checked, at least four times per lot, at necessary locations •i. to determine the temperatures of the dryer, the bitumen in the storage tank, the mixture at the plant, and the mixture at the job site. F. In-Place Density Monitoring, The Contractor shall conduct any necessary testing to ensure that :. the specified density is being achieved. A nuclear gauge may be used to monitor the pavementai density in accordance with ASTM D 2950. p. r °.Pj , f� i 'f:PPA15i%wM15pCCs%%10-4111S1atc.ii,k MO-41OS, Page 12 Rev,2/15/01 }Sd" 3':'•Y!^,^77P r,"jr9T^*jj'! (. e'RSRyp¢wAU1M,+,.*7•�...+r.r —rJr.- ..•-t--n—rrytrF�sMbWO ' ':.Clr y1 1 y/n1 d tt J r'rk� ,�r,;b�,;r•! )i!,'4`�'t.P•�,�, i.z r di. 5 L{ t t s. 4 Y,.tr rr,j r,• 't"` '�9' r 1� � �•1Ft�t. .1 ; u.i:k�,'' {;.+'' „d' '4rr,• ,i i.sa,J[x.. 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A,•'`� ..;L, u�yr�,h��.fq.?rs�;,.f kC�,,, : } .7 :,J < '', i..y, i };rq✓ ,t, .,�.. , t1f Jt, tV•{iiA,r'vr,?✓"�rY� P St:?^�.., fh•[SY;�F >{r ti��1.,"r,,.'•,�•� r••ti§.., J err ;:,tr. t t t 't nr� , !y},,a,d�#, 6 H r;�J� r ��". ;} i� F J:.�',,j�� ` ;t.#,, .,E'{%�.t:�'r"21rc# t,3 t: t. ?Y J r, .� W,,.a?NY"Y��, Y'•�� ,�'' !:*y�`'T`,.fd} :i.`�•'� t�;1��'�}t.�}�r;i;_�,;.� c {?y r, , 1 ;:, s. ..'{ ? f t; ',s��t, rja3. ..1 a`1#s� .a.'r�T��' !s7c l• a,r {�„�,t 71+� ,?,•t��'1,� .�; E l i`,r ,rs'u'k h �1r t ?� ,'a t s: 4r i klft{ Fi?Y• ,fr'.t,'r ?,tt�t�k'•,�' .,t{ ?,' Y,riry't 1,y ,�f6j{,� r.�#r.{G ,;k„hd.:•,S.�s s±,e.,�: „),.e..r., .'r e� r 4 .. }'�.:. j r'5;Ant� f} {{'> V- 5 '+ , ” 7 ':ii!i :l3.)t 4iF ##j� i •_' �.. },$' t "'9}''I.::,,f,r AP,b� ',#1:, .a�,}$q��:r•{{� �•�{:,�r,`f' ;•r,i;: ''`) Y' r' r , y t :•7 ,(t 'r. i �`}f,{}f'r,tiy' T,i,��r;��k�.3.d�? ,(f°y f�j ,�, 'r a 1,� � :"4}�.:� ��>,.,!4 F,�Ys�'i',r}R ,+.h'�j; ,y ' , .y• r ,, ,'i' .�r,+l'i.f1 �f�;.��f5jr ''�"$s'?y�}(�',k �^i�. ' ..,,ylp,}. .� :;#•,'�„<V x 4r'�'t �r f.' s �r , .i .}•.? ♦ :r. s;a �.•,•,'R..'r+`�,��,'� � ' i. +if:uR+`ddr'6iULil'hblkNtl@ d �'YtiitakeTi�'tii�rtni. lrsiiix�b+'wtsiat�' !RHkYi�rsy!4. 5'Srn:sfgt� rn:r.4t;"nA'e.,r, t , ' t i s.:r r f•fr{} tt�ff f Z:,1y�� ;pr:.. ,� vus�Fie'eY"d' b .xrmtraJ'aF ,^„vier.»hda.r,,.< ,.«...,....” a.>,..., ..,,...., .�.. ..,,e, f .,u:�'c;.'a.k:,t�,..::;�s.'C:��.'t ".�.�:�fi,2:.�`� �• nntt 3 $;t4�ty.rR „ ^ G. Additional Testing. Any additional testing that the Contractor deems necessary to control the process may be performed at the Contractors option. ,'f4"`Fi�,t H. Monitoring. The Engineer reserves the right to monitor any or all of the above testing. qtr ,"= w u rta S`��aji t { i J.< y�,y;i2/`��ik:S�'1 i1',<•�. 401.6.4 SAMPLING. When directed by the Engineer, the Contractor shall sample and test any material t� which appears inconsistent with similar material being sampled, unless such material is voluntarily �t�� ,��;t�`>~;,;•' !� . removed and replaced or deficiencies corrected by the Contractor. All sampling shall be in accordance a ,��'��"��•y,. .' with standard procedures specified. 401-6.5 CON'T'ROL CHARTS. Subject to the direction of the Engineer the Contractor shall maintain ) �� • ti linear control charts both for individual measurements and range (i.e., difference between highest and i r'-' •J' lowest measurements) for aggregate gradation and asphalt content. !1 Control charts shall be posted in a location satisfactory to the Engineer and shall be kept current. Asa ,:.� �sstr�r�;;;;.?. minimum, the control charts shall identify the project number, the contract item number, the test number, � � >' r nit3 each test parameter, the Action and Suspension Limits applicable to each test parameter, and the ! Contractors test results. The Contractor shall use the control charts as part of a process control system <,'! for identifying potential problems and assignable causes before they occur. If the Contractor's projected `kYltlt; �fr "' s; data during production indicates a problem and the Contractor is not taking satisfactory corrective action, ,4t'��`'r`++=��:k. the Engineer may suspend production or acceptance of the material. k.�.s,, ';{Ys?•'{r` A. Individual Measurements. Control charts for individual measurements shall be established to maintain process control within tolerance for aggregate gradation and asphalt content. The }� control charts shall use the job mix formula target values as indicators of central tendency for thei `t:w 't ��? :`� following test parameters with 4 .7�.� g p associated Action and Suspension Limits; Control Chart Limits for Individual Measurements liFjcl.lt-F"� r t'r' Sieve Action Suspension Limit Limit `' '+'Ii No. 8 (2.37 mm) +1-5% +/-7.5% ;.' r No. 200 0.075 mm +/-2% +/-3% Asphalt Content +1-0.5% +/-0.70% '` �J B. Range. Control charts for range shall be established to control process variability for the test '$ ' parameters and Suspension Limits listed below. The range shall be computed for each lot as the '`!' difference between the two test results for each control parameter. The Suspension Limits �:�; h• t r'>;' ': specified below are based on a sample size of n = 2. Should the Contractor elect to perform more � ;�;.:'� than two tests per lot, the Suspension Limits shall be adjusted by multiplying the Suspension Limit by 1.18 for n =3 and by 1.27 for n =4. ; "t Control Chart Limits Based on Range ti (Based on n =2) t. Sieve Suspension Limit No. 8 (2.37 mm) 9 2ercent '` No. 200 0.075 mm) 3.5 percent '1 Asphalt Content 0,8 percent Nit df T:1IAM1\wpc\SPECM10.40ISiatc.dik MO-410S, Page 13 Rev.2/15/01 : t t a� - .^y�.Jr.+•:�N:pT'3�t.4r ";i'rt.#�Ji;.`"i;it; ;±�{,r,.....»,.,...,. ...q,!± r; ;:,• -:w',.,;t, ,a,.;•,.. 4 .p�: � a. ,•,:4,3`'„{'' •"f.'. �,s�;Yy.Xq r�y y� .h t�.! i�., f � n',:.y S(t ::.r �. d tt�,. t'�� 1='w; r'� i f,i2/&'`',.fY,'��5��,�,: l �� 1 X'r'. `w7` r t � ! a l3 k •.r��:tyLL D 1 a,;�,)f }�. t �, , �.i t ,.F.,, s '��; ,-`'r f r 5 .+it i�,trSN+7.Xli'+ t�a'"N•r, t (1!.C'��j1'`� r, 1 sY,t�' r 't SIv/ >Y !l .f,4ir;"l,iti>;,'i ,,,h t ,1, ;,?,. �''r'G-5"!fi`: »� ! +,.Fi�i etc{' #!. }i 4tr f.5 f.�.r3 , ten ni.y yr!'t �f n.,, r �",t,r•,( Lf:t'Y,L. d i' 4 !�fi w��2((%�.j�+ iS t� .,i p, I f, t r, 1._�S .,.�•'tw},; ��+,4�,� i Y. � w .4 •1, F:.,.,<�C F t,,,ut a. v:,rY it„py e ,k�pp �%�. t.a. .•Y l 'it�'7,t P t'4 2 'tk .V ':rkn., r„ .{ixAi” „t i,#',1. 1 �1 r�- 1�i;.t'r�x'f�:a!,f SSaYr s?:�;+;.f�j,�'^i'rt'vs.- <'d" #�§t {; UX!} ,i, '1.i',+y{;•i,t ,�7,sq.{iY.JlS1M.rrr� t-';Jt'S^tiY'1'; ,tiik; :�,r'ft a �'r� t i, ,r.•4. ��,:.••;:1t« Irl ..r„u� Ti3Y ;> Fln. i. r,1� *';�.t' .i, �p 3, @r,k'„ t�.`.c.. ,S'+s Jr,'c ,t+,c, ,r .�,tti.i nx,'rr ",N: a ,1, Y;•, v,:{•'i"''r•u r1 3. ,�1:. f }F" �F •G..1, r.si.rr.�' ,tn,.,+�il+.,� 1f1. ,I:•?,?}k��'.a., .�a'i v:,�;-"" vs r i �f �, 1'�•x., '`{�,J§.§.,t�L,l;� s;{i ,�s i .�, rt,� { "5 mr S. �•, t''i''§(u. ,�.:I ", ;�rrt:4,4t-' .) �,ylsiifry'Iff,.t. �,t' a. ,. ,,� .7 +'t n:� e t ,,�•:tia,}�11;' !� -ftt §.. ,�,tt�.(i' .�v• ttyy s't�,�•s• I. t� 6.. .z,. ,�j ,,�., t''r'� .,n,�•'.i •sv'•:�°',,,f,: f;<arz 7y'tt't,r {�• .t e', ,1 �?A.:s�.,,fn-'`„il”k'�'4 ��t } Yr?=,s„,�,fa � .f,'7r`.,_,?.c ';:?.s�z3ts;<<ra h�6,t h.t 4:st y ! ,,;.;Spy.,d.�}J�.}•t,1,af,'*',' a.•2;;:iist4ti,r.'.tX°� �# �� r �'ti. ,.{,r 7' d r v 01 L''JFt�1',�.•,k:t'. 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'ht•'+t 1Ny7. �... �tl. 1 1 ,! �r 1. � ti� i� 4.1'C D. �. tl !+ }.t '�„v� 3�: ri`”""` 7iii�i f 9f7f�h Tt }4Y tip a .. I + :?, t�/ir FSJh �5/�T f. Y•fw„!�" ` r r5-�•�,��' 3,,,r:'4ta•�t �, X� ?zt :1r., r i a.. '• w+: �' >�•.t, �75; .4 ,y n: ,i t i. .cy r 'r S`f �},j, �l"li 1, `f:�^ •61tr` i �,•, :t.( t. 17r nx s L' �r 'r' 4ti ) st .r�i �. s f'vj�, SSf'`a`Y- t f'�Sx�ii+i....t.:+atr�`_'s..'s F:E.�+,,.t 1,,f ..°j.. ......»....w...w.m.ti43Mr£t7S7�!1= Mif+'M'tt t ...,,..._.. •_..,. .. ,... .r.. ,. ., r _..__.._,...., � ,. 'a t ..:, .c ,? ,. .:rr. w S:..F1M*!?'.M,"•C?.F,Yis Y;cwsc•. .ti, ,sic.. _..t..,«....:.w;.u.,,n.:.s.rw.,.b-.,...,....»..«.»._..._a_..,.*,k.:...t._4�`.Sal: ,{ ,!,. 'tgv C Corrective Quality Plan shall � 1p i be g uge when the process is believed to be out tolerance The Plan shacontain setsof rules g ab when a process is out of control and detail what action will be taken to bring the process into 1 control. As a minimum, a process shall be deemed out of control and production stopped and "! corrective action taken, if: I. One point falls outside the Suspension Limit line. for individual measurements or range; or -12 2. Two points in a row fall outside the Action Limit ling for individual measurements. lj METHOD OF MEASUREMENT ,I 401-7.1 MEASUREMENT. The weight of the mixture will be determined from the batch weights if a batch-type plant is used and will be determined b weighing each truck load on scales conforming to the rt ��• Yl? P Y g g g � requirements of the 1999 MSSI-iC Section 310.4.3 if other types of plants are used. Rai EM Measurement of asphalt cement , to the nearest 0.1 ton for the total tonnage used in the accepted work, 1 will be determined by the use of the job-mix formula applied to the weight of accepted mixture of ,•,', � '}hw:';. mineral aggregate and asphalt cement. � ' Measurement of the weight of mineral aggregate, to the nearest ton, will be determined b subtracting the4� " 1r' ;'.' ` g Y g ��,_�� 1 r. '.it.' , { weight of the asphalt cement from the weight of the mixed mineral aggregate and asphalt cement. a yo-' .,� BASIS OF PAYMENT yr 4 �. 401-8.1 PAYMENT. Payment for accepted bituminous pavement shall be made at the contract unit " r N.. price for each of the pay items included in the contract adjusted according to paragraph 401-8.1A. The t, I: price shall be compensation for furnishing all materials, for all preparation, mixing, and placing of these rr ...„ materials and for all labor, equipment tools and incidentals necessary to complete the item. •'!' A. Basis of Adjusted Payment. The a factor for each individual lot shall be calculated in J Y pay tg-- t- P accordance with Table 1. A pay factor shall be calculated for both mat and joint density. The lot l pay factor shall be the average of these two values. The lot pay factor shall apply to both the t}i . mineral aggregate and asphalt cement. 4 t TABLE 1. PRICE ADJUSTMENT SCHEDULE •rf 2 Mat &Joint Density Pay Factor ;:.. Percent of Laboratory Percent of c Compacted Specimens Contract Unit Price 95.5 to 100.0 100% f; 1 95.0 to 95.4 Inclusive 97% .' 94,5 to 94.9 Inclusive 94% 94.0 to 94.4 Inclusive 90% 93.5 to 93.9 Inclusive 80% " a 93.4 and below Reject { -, The lot shall be removed and replaced. However, the Engineer may decide to allow the rejected lot to t 7 t t}, !q ; 1 nl T:5 4tN151%wIw5S111'CSW0-40IStata.d,w MO-410S, Page 14 Rev.2/15/01 � t # ,w •.T./ N ,4'1 !'!.�','*,^..;:",� s.T.r,'. 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" Y•'i,i ,;,' I's y ' .. :�,, �� }f �: v :s: r � hk,f.\i r7• :Y �}, S'rcQ r�SiA �' ';' t 1U!'Y�+Ka�$k41F9tlYlG.Wh+�ad'rn} irl�na+fran. . � ' .," :r: '",r y { � '�•.� �i t4. �t. ,t v, ..r>v-wwn ss1i%NIMfVU, «•...&�H...r.l,.�:t.M.+.b:'.,............... .._. >...... ,.,.,,,...�. .,.. .:�,. ,_............... .. r....,..ii:::�..u.w,,.s:w,»+.,;.rats.�.:,ti...yya+:.::.�w.auli}i>�tifi�s� ti:��t •� w t, h ;'gip•�:YiA`,f�^•!„1 }>•��e x5��1 r r ITEM MO-501 PORTLAND CEMENT CONCRETE PAVEMENT ' DESCRIPTION 501-1.1 This work shall consist of a 6” pavement composed of Portland cement concrete, with � p', r reinforcement and without reinforcement constructed on a prepared underlying surface in accordance x with these specifications and shall conform to the lines, grades, thickness, and typical cross sections shown on the plans. The materials and mixture shall meet the requirements of the 1999 Missouri ; ^F` %;` �.•, Standard Specification for Highway Construction (MSSHC), Section 501-Concrete, including the following Revisions: .'� Pa a Section x,{';•., �k 220 Delete Sec 501.10 and substitute the following: 501.10 Water-Reducing Admixtures. At the option of the contractor, Type A water-reducing' admixtures may be used in any concrete. High range water-reducing admixtures may be used ' f .. J when specified or with approval of the State Materials Engineer. � 578 De .2 and substitute the following: Delete Sec 1005.2 1005.2.2 Fine aggregate subjected to the mortar strength test shall produce a mortar having a compressive strength at the age of 7 days of at least 90 percent of that developed at the same age by mortar of the same proportions and consistency made o the same cement antanar r I i y df h d Standard r 1 Ottawa sand. Tests shall be made in accordance with AASHTO T 106. Cement used in the tests 1 shall be Type I meeting the requirements of Sec 1019. 1 t ' ' 601 Delete Sec 1017.2 and substitute the following: av s , . :.� 1017.2 General. All GGBFS shall conform to the requirements of AASHTO M 302, Grade 100 �_ ;' ,� +. or 120, except as herein specified. Only GGBFS from sources qualified in accordance with these ' specifications will be permitted. , ',!0l;t5 603 Delete Sec 1017.4.1 and substitute the following: + ; jlL.adarr}f} 1017.4.1 The bill of lading, or delivery receipt for each shipment to MoDOT projects shall carry rt��;s�-•'!� #?' °�� the following certification statement: yF "This is to certify this Grade GGBFS originated from a MO.DOT ,ualified Lt� +v q � fr:;f, manufacturer, has been maintained to meet MoDOT specifications and was loaded from siloaN• number Name and Location of Manufacturer Name and Location of Shipping Facility pP g Y By 1,75 ' + ' Signature and Name of Marketing Entityt `' ,rt ♦'i'� �t4 r y ftj'. rti.: -1 rA9905 1%t.r4SPecsva0.54n.a,>c MO-5C 1, Page 1 l Rev 5/1/01 + t "h "✓ !l. . 1'yt!f!'c�r”,�•:•' k�a1•~'W''1+`-��(.,`�' rti.??".{r.A+'m�t.+!r�aS„{`t•1�,},;;ryt,,',''.,a!t''.k"'R'c"•a'f.pfry F",.,�Fh 5 J•S�7 r�srrd;_'�{'.,tC�•s.+:�y S�r".p LF}',„,.•�5�•7{.;•i t C,t:�t�;d1•.'.(l.t�',•.."�.,'a r•..)i�°x.}�Z.;::.3•,u;,,J),ff,q s:1r.5��,S,.,.;�ti.,,:„:;..t,:,�d.•"i'r�'�r�S,,,.,S c1!Aw'k PrF5u,r,J.+(rt.s'r+C^p.i:+..,ta•,:.•+..;.>..rf l°s,.,>;Sty�i<(Yo5:'')',."r,r1',�S`y i•''+�.,�4'''ts�.i t.n,,(”�,h'N��i,S�r'•?�,j.r},r�i.;•fJ,•'4,�.,,,r}.'..t;:,�,t;+7ivttayC3;'q.,7 l�.�.;';.'-;srya t?t,7'''�4..;�...,�,,arr^.•,},.,.TY-n'-{.r r^r,.l.:fi."i.i,„;,'`'>.t.i,;+'t-+t E'./+.'s.t$.,.u,.,7.,e.'r?'r,7 .+1�.,,,:.,t•>ti:,..rc.:t ! ,:,t,',.i:.�t,,t L)�4'y.,.r".'ii+' Yrtitv t'h si4'-�.:1 1...ttt:.:'.'st r.'•�:?3:XS"r„.::y.:5;t:�t:r-4.,,,rt.,:iv:.:(s.ir,Y.t+'i1.r�..arr!"r,.�t,:,,;�,r'.?',:,''.,..;',.i�{'.:�;t{!o....,.C)�t.,,st..k,li ar r.�r.i,,c„+r•;7r',57,t 4,,}�.r+It'y 1"...i.4,+C�.�''�'j1:..`t,:",�'Y",7t+:�•...�„y?.�'?yf$$,y',:j.h,u.F,'�. rP y t{r'•fi,1c.•�+;u.,,=Crsli{{. 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F•. ri 4 Vypt t�.>r, 1'y6�� ., ...�� k,.,sai N,•,.'.tntr+,,;"r f. !:{' t t t .c. `r r } ..0 .:�'i .{ ,,`,?,Ft )) ,A, r3 `a: { r„ `,�,� <� ,;i �'�{,�'•{.�} t:.f '•rt 'J Slr { f�ku t�,5 �':- �'� t .,'ti 'i�'S'•I}".'It'�,;, 7 't �{. { tS C 1 y, {FS .I�i4`N';JLvt��i:r7'?',4'.:`YJt� i 'r,5':t.i •,j a?i z,v rra,t +!` 4(,ti5 :,5�t ! 'i i E 4. "1'`:'7 Y;rtC 1.`:s r 4.ry4: S 4 ii': t �.S�n.('r ��"d I .Jy4'rr i..�• s' ,'� z.' r ., y t. 1 5 J v� 4� ��A7,,74'�1 'f�•. r�,1N ry�,.•' �,• 7;i 1 1 Y"r. fit {'�,4�.+4 1 �' ! S � 't t .K.,rs;y. i{l: r �',fkIZJJt j 4"t�3,:��,+,' •� 17, , >�tt of j rs zl4yii 1,f1ppj �t r ��y.� f"fi}Yii-�,?Y'," f .rl r , r J t � •' ,:r r t 1 L � '� J f�.,1:t•;,y,! r F .-}yYi�iAlk:+w3ux,{:.,Wa w v,...,....k4! .. : .4,_,....,a.w aw.,x«N�KT�IIA!3tV'�d{4ld. '"4_K+}ii?�f rae5.rf c�,r� 151•t r. .0{'�.d+',...S i."#i`:4t{r.it7/��Qt,..1F f w,�.,� , a, nu a Y {, .Nt �", � ! �Y:...drtr,.+.�v.«,'.i.. ...,.s_ .. .....y_�, . ._.. a+.E'�•..c.'Yrili,@sa1{3�w` tt".P �,t+�j•. Y4C� rNyNti.,.b'•,',ir. _ tt r � Y•. r r•� i�y.'� tf'�q r... ,i 604 Delete Sec 1018.2.1 and substitute the following: ��4Y; xxlrr:r : tr s•'. l..,f t'k i 1018.2.1 The available alkalis as Na2O shall not exceed 1.5 percent. Loss on ignition shall noti>;k. '`''. exceed 1.5 percent. G ti }a° ?• 'x;: fvr ys J! r 608 Delete Sec 1019.2.1 and substitute the following: ` 1019.2.1 All blended hydraulic cement shall conform to the requirements for Type IP I(PM), IS .17 or I(SM) of AASHTO M 240 with the following modifications: (a) Type IP or I(PM) cement shall be produced by intergrinding portland-cement clinker ; ' f, 1, and pozzolan or may be produced by blending portland cement and pozzolan provided analytical procedures are provided. (b) The pozzolan constituent of Type IP shall not exceed 20 percent by weight (mass) of the total portland-pozzolan cement. ' f T 7,X21 ry:.•ty;?;3:'r.. . I;�r•... (c) Type IS or I(SM) cement shall be produced by intergrinding portland cement clinker `'sli,r ��,k's� '�, and granulated blast-furnace slag or may be produced by blending portland cement and ground ` granulated blast furnace slag provided approved analytical procedures are provided, !',, (d) The slag constituent of Type IS or I(SM) shall not exceed 25 percent by weightw r' (mass) of the total portland-slag cement. (e) The basis of acceptance shall be as described in Sec 1019.3 in addition to AASHTQ ,,tsy�: S:,•y s'` M 240. 608 Delete Sec 1019.2.2 and substitute the following: 1019.2.2 Types I, H, IP, I(PM), IS, or I(SM) cement shall be used for all general concrete }�.• t ` construction except as herein specified or where other types of cement are permitted. If Type I is �': �1�'��,'t°;��•ir"'k,:�;,t; specified, Types H, IP, I(PM), IS, and I(SM) will be allowed, subject to any requirements for h .1 ,, 'v each type, unless otherwise specifically prohibited. Types IP, I(PM), IS, or I(SM) shall not be ;57 >`{r: r'. used in concrete designed for high early strength. Type I or Type III Portland cement shall be h' used in high early strength concrete. Type III Portland cement may be used in any precast i concrete. White portland cement shall meet the requirements for Type I. Type IA, air-entraining Portland cement shall be used only when specified in the contract. Different t U � y p types of cement t tr ,ti shall not be mixed nor shall different types be used in the same unit of construction. �_,Ff,. .�� ,�.,�t;•,,;,; 4t•,� 609 Delete Secs 1019.3.1.1 and 1019.3.1.2 and substitute the following: 1019.3.1.1 The following information shall be included in the request for qualification. (a) An outline of the QC program from the quarry to the point where the product is relinquished to the purchaser. The QC program shall cover all tests required by the specification and include the testing frequency for each test. ' 'dI # (b) A copy of the most recent Cement and Concrete Reference Laboratory (CCRL) II', ! y inspection report and the latest CCRL proficiency sample report. The CCRL inspection shall �h }; mvwisnr��srccs�n�a•snt.arx MO-501, Page 2 Rcv5/1/01 f+f .Isvnp.ot`'M<r,7;t 7.�.t7lF.[#'iM.".r„ ,ry„tr{a`!'7.y,",w„+sfsryr.:t��.*t+!�! ,{f a�t•*!>tiq Y de;u! :t 1?uK+}ir a aM1aA!!�m'1!! r77777777;,r ^ ""..i"T 5. 2^'"^;,a v JJ�J t •5 w •� t.. {, �: };�r�1`: '' d:K'�f',r,, {�•?`�lty.? .,�}'1y'• `:y ••`{� {. }, .l ^r rs 3.> y ,;"t 4't�e,�,..,�,'vt 1 (! ;:•�+.t a :t` r :+ ;}�,l;r a". i ',, 3, ,.-.n, # . w W y t'.t,) Y13�,•. .}�� ' {. ,1 {� �' ;�g;Iat;tw<,h��?l„�'x<,t;S,Sj{Y.(•�tY'+"�i,�� 5.,,n; of tit; .d+t �.:s�3�.� �Xj,v..r. `' � ', �+(fst,.,r�'�.i �rkr��s• .}�� 4�b •9'4�rf 7t'a•A' xi,'^` j`;�`wNk,t„w�`N ..�>;.;1 i�' k C�'r.a;d ,^<S+:�z! ' 17 �.+ J �t a3 a7 1 .�x'..}t>, c��,h,,<.:(�.e.se f;.. '�, .+„ i4 'k 4,k�itA• .N^5 'Yt�.blrn ,4,1{'a.e:lu S.A•.r�.?.�'A�rt-.r'.42{.: .,S„f. ;�;it',1:+�.y.t{'S,l';f,/,'J; 'r,t .4 r t .�� .}<.fr y .ru,,�sb'E>'%"{fir t '�,A� t'�� n; 6 tr ,{ t ��{ { ,C,. +n. .a:,Y, .�.. sh. ��S.f /5:,, .s f r.. r.1ti •{•,. i i�! .{..;tax,., ,t {.`��i '`.��t?• }., � .�',�,f f iY.�'}�'L��ts'j �!J`'s}�1'r"' t �!, ��.5 t �t rid S s� s✓t. p7r Yet f r f'..l r:� t i ,; .> r{r4. r. s q,..{,,; ;/'rY,:r i,.y'�,�j i ,S��r1 '�1 �. i�tS 7fZi{rr �� .S C•!}IXJl�'M`AT J t,e;• t e; �' � •Y}'2{4t �� Y 1'�'7`! `S44 s;��F� lut r'lad{ .,).fa t r y��'.i (}r;a �`P { r{. q v : :;y t .1�y,�f„,x}�.Y:.r ,t.fr?;,;� � i�.y{ �1t��`a P k, WI, t .j".• eY '' ,(.� ''!.;•'i 36t$ir;finv�,:"',{,A'�;•�v're��x.Mr�+?�;Xi'rlf l311.-'.,:.� f :, I ,,.> t � .:<`' t.,i,.y F''1,'+i Si�;;. ;�' :��•�}'��`�k �..� i+.� i. 1,F�;at;',$�h�`"{{`r'�'*,'`��;,91a•3,,1,!�s.r,_da. r i i ?F r1 R.I. , £.t e� ,�, j 1,��-y,�•,�I�.tl,. 3 k r<S r {{•T i ..ror. „ tt i.,.y riF ff ;,,I ;� r 2 / ;. t �, IF h.Y..�, t,,st`,I +,` e`�j,. rti F.�,.,�zri „'tp5;J?i•R4.x {',i;`S�,t7�1;Pq;4�4:;•,i,.�, r .r !, .r r t .. ��: 4 3�.-� iy C4�r .�, i ''��:'�.<' '�yy-.}}s��'�rk'� ;.4}.q s 1 .'f stef { t a �, Ylls ✓^�Y,S"f`•ik �'tr/r 4�t tt,+tNi,�,: Kk K�I��• i,�{ iaf•'! t{ ,,••J ''!+t '1 iy n ! � tR •: � v.art...,m,,. ...._..... ........L..e„+.n -ws+.w'.sr:ww,wu.,..s:....+...v.,.l'•!..«.ouSL., r�la��,� 7tk,•�, ltr n„ ..... yy b ji',J •. t cover all tests required by the specification. Documentation showing satisfactory resolution of all JxtinyFty' f; inspection deficiencies shall be included. (c) The physical layout of the plant, including the number and capacity of finish mills and silos and the type of cement stored in each silo. (d) If blended UP, I(PM) IS or I(SM) cement is furnished,the following is also required. ,{,q�cy��;�},, The layout of the blending system, from the portland cement and pozzolan or slag silos to the ;hyj 'yg :,rit.��sV 4. �i:{vtt',�2 point where the blended product is relinquished to the purchaser, shall be furnished along with '� ' 4F f�t'i p analytical the request for qualification. The supplier shall describe and have in lace an ;`�; procedure that can be shown to be sufficient accuracy to determine the pozzolan or slag content , ;r ' of the blend to within ± 1.0 percent of the true pozzolan or slag content. The analytical 'fr}iii rocedure, frequency of sampling and testing locations are subject to approval by MoDOT. j (e) A copy of a typical bill of lading with the required certification statement. f IV •,• a of cement proposed for use. Manufacturer test results for 'w„t 1 (f) A split sample of each type P P le shall also be submitted. the split sample 1019.3.1.2 In order to maintain qualification,the following is required. (a) Monthly QC test results covering the production of cement types proposed for use inFS aliF,;r . ,, MoDOT projects, including the high, low and average results for each type shall be forwarded to .; �� g the end of the period covered by the report. ;r� f : MoDOT,no later than two weeks followin(b) A copy of the most recent CCKL inspection and proficiency sample reports and any ►� Ct 'R�; r deficiency resolutions shall be forwarded promptly to MoDOT. ” t c If blended 1P, I(PM), 1S or I(SM) cement is furnished, a target value for the percentage of pozzolan or slag in the bend shall be provided to MoDO']', and test results from { $ 44� kf r,yS ;? '{ the manufacturer shall not vary more than two percentage points form the target value. MoDOT fir,'. -r.:'t"I"' shall be informed, in writing, prior to changing the target value. At no time shall the test results � tiiavij2 t greater than the 20 percent or a show a percentage of pozzolan in the blended IP or I(PM) g = ',.:,�{j percentage of slag in the blended IS or I(SM) greater than 25 percent. �{i(}�le ;�;t 4,r.•, "J <• (d) Quarterly split samples for each type of approved cement will be obtained by MoDOT for joint testing by the manufacturer. Manufacturer test results on the split samples shall d.�r.�... i. •r �z+ r be furnished to MoDOT when completed. test results shall be available for a minimum of three ears, for MoDOT (e) All QC � . fAt >ti review upon request. " �,..., No cement out of specification shall be allowed into the silo destined for MoDOT ;k. projects. ,. `• 4 +t`i{ rs�i;`•*'£, ,;� All construction methods, testing, and acceptance criteria shall be in accordance with the standards included within this Item MO-501. l; fiats ry C`v iz�t;.... 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'7"`K: .i. ;��'�� „7 }1.U'•'+, r!w {p, :{� a f. � � r 1 J,. .1 t =, {t ,�i`9;,kr, .'�t�, "�� «weN;,:sii].:..:.+..u...,.hli......... . ..... ;.,:..a.,«,.r,wa✓,.,.5m'K>r�.;Nlirt:cfa,+ia'Y.wFU•!.SSY,bWr?YYtAtl;isY.r=,ro's.urns,..r.r..1l...a..:.. nt.rra,r�sz i,l ba�oll..M.,wnove'r,a".sK,w::..,,.._.:....._.... 1. :, tlr7j r:�d'J��t"+ t #; it I El MATERIALS rcrr�A t ,6 501-21 MATERIALS. All materials for Portland cement concrete shall conform to the re uircments of the 1999 (MSSHC), Section 501, for Pavement class concrete and specifically as follows. A. Item Section �- a E, :•'. C ,.St.iF1:'s f.r vCi.' Steel Wire Fabric for Concrete Pavement 1036.2 1 Concrete Curing Material 1055 Material for Joints 1057.1 �r•�w ',� Epoxy-Resin. Epoxy-resin used to anchor dowels and tie bars in pavements shall conform to the requirements of ASTM C 881 Type 1 Grade 3 Class C. Class A or B shall be used when the ;+ ' surface temperature of the hardened concrete is below 60 degrees F. ` B. Coarse Aggregate. The ledge stone from which the coarse aggregate will.be produced has to have source approval from the Missouri Department of Transportation (MoDOT). Prior to use of rt�,� the material, the contractor shall submit the current MoDOT source approval letter to the ,r.•; Engineer for the material proposed for use during construction. Source approval granted for all types of highway construction (Product Code 1005CACP) constitutes approval for all uses. ,.l Source approval granted for all types except PCCP (Product Code 1005CACM) comprises approval for all uses except portland cement concrete pavement. Source approval obtained for all types except PCCP & PCCM (Product Code 1002CAAC) is considered to be approval for all uses except portland cement concrete. The contractor shall submit certified test reports to the Engineer for the gradation of the coarse �;.' f�vr "�J, F L•T , a re ate. The certification shall show the appropriate AASHTO test for the material, the test ';f11f, )A aek 4y. results, and a statement that the material passed or failed. The aggregate shall be sampled and j ..,„x ;', tested for gradation using the following procedures: `"' Sampling Aggregates. Sampling shall be in accordance with AASHTO T 2. i: sytC ' 1. N ��1Hi'�Y✓M1 M1%,j'yi+e i�, 2. Sieve Analysis of Fine and Coarse Aggregate. The coarse aggregate shall be taxY�4t71 `'c tested in accordance with AASHTO T 27 and meet the applicable gradation requirements of the MSSHC, Section 1005.1. r`(� 3. Material Passing No. 200 Sieve, The portion of material passing the No. 200 %1 Y6 Jt �i;y ` sieve shall be tested in accordance with AASHTO T I1 and meet the =s` requirements of the MSSHC, Section 1005.1. 1 x In lieu,of the above gradation-testing requirement, the contractor may provide documentation from MoDOT (District Materials Office) indicating that the material meets specification requirements. � . C. Fine Aggregate. Prior to use of material, the contractor shall submit to the Engineer a e specification certifcation from the supplier that the fine aggregate complies with th )?�s, *$ requirements. The certification statement shall be signed by an authorized representative of a^p. the supplier and shall be substantially as follows: z j R�' This certifies that the fine aggregate being supplied for this project complies with Section 1005.2 of the 1999 Missouri Standard Specification for Highway Construction.„ TA"151%wpc%SPECSVd04111.J,1c MO-501, Page 4 Rev s1l/ol } �; sn .,,•'�}, r +�+.�.!!�.'��tYyx tw+�tlt+,m!x+.'I"' -�"^�r^•�'—'—`'^r•'t^< .r .rt";'''�y t P,^ ',.`'„ `r F ,. r '..ri� :-`rl�at`l+wrAayr,Alvm�F� ? ^"^r..� .rnw'.....e� .p'. f t r. t a •{.�1 ,;�r�;'{{,y�� .i�},,.�t f .1,i3�, 41:>�ra;.,r .,.,r. t s�y, ' ®R,"n•rfftk'!;'7J.: ;".:t.ii'�;J �pk,E�.S}!£.r,;Ilr la'+ I" {.. . r};s�`A""+rF,:ran7x;uF�ro ,,{kit,il,..r?'c':+y;=2,,.y i( ar '•t7f ,rn ^',4 4� 1t r:rL ,!! ..7.. r l�t e 7S, .Y,`!i„� ..t, •"•Y if•F•1. _%'':}. ..p.,Jr,i�x'tii a� 1� :,{.Rr .T�= 1415„�'y:f�' c, n.t},!=:':,cJ t3. •(:rr 4�{. -0�� .t,..,F.':YY. .,x ,.�'1'r sl r! , .r• nrJ,•s:1., t t (". .r r t`• ti' F 1� t� rY Fr'��.41,}�k '7;}.�-'F'.+�j•S?:i,rl r4,{'SrSYt;,,4.4y GM1g Ks ,+d� I ,r}:N`` -7:,2'£��`'r,E,r�r':J'�'.r�4�u'{Sr;�:`•:J: yrS.:r'''••yC't” < r r r�> r k V�.. ,r,r, rt ;L.,. :L�S: y. ,.�� at.�445•% t'`'::'!'� .�.`Rf. t. / ;i '�TMS., r y .i',.,;,{ rr.r,�}r, rr',t5.r� �'F � .{,..,,yr: •R- 'V s � .,, t2 . . .t s.' i i� t,. .,1, .{-;�,, ,A,��. 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V ,, j' { s r t {a ..°3t t}li 3 'fYtn'+i`f 4` i•}if` it r {V�t�,t,lad' �.f>{ :`, ' r� .��+ .,S } t r �'i l\}'r �.:�rt1i45�Yt, A�Y'�� rFart4.f! �f•{ a,tq�: ...•�tr.F65k'A!>(Fitihbrautlt�.MefVr.+H+G:+nw.+;n.«.enr...nn..'vtnwe„m.�.:cx1.YS:rib!stc!>':lMY++7l.7.�"•:r,}ter^;K•nrr>s+or:r;r,,ut.7.,.�Y:�.mrrirt+,t.�+...,.._..,.e... .. ..'........' .... ; ::.. ._.....�..M+.wHea .-=e...«t.�. ,.1�:�.acc.��'�}u ., { ))) D. Material , Prior to th Acceptance. use of all other materials (cement, admixtures, materials for P 1 the contractor shall submit to the Engineer the joints, etc.) proposed for use during construction, g appropriate manufacturer's certification per the 1999 MSSHC indicating that the material meets specification requirements. , The Engineer may request samples for testing, prior to and during production, to verify the quality of they=: :'f,a. s?" r•iq 3v, fir'j,, materials and to ensure conformance with the applicable specifications. MIX DESIGN y ,; r. 501-3.1 PROPORTIONS. Proportioning, slump, and air-entrainment for Portland cement concrete. " ! shall conform to the requirements of the 1999 (MSSHC), Section 501, for Pavement class concrete. _ Concrete shall be designed to achieve a 28-day compressive strength that meets or exceeds the r'k F war '��I acceptance criteria contained in paragraph 501-5.2 for a compressive strength of 3,500 psi, If the ;,>„r { contractor does not have a current (less than 3 months old) pavement job mix formula approved by MoDOT, then the mix shall be designed using the procedures contained in Chapter 7 of the Portland yi Cement Association's manual, "Design and Control of Concrete Mixtures.” f: r:,l"• i i fi'`XYs. The Contractor shall note that to ensure that the concrete actually produced will meet or exceed the acceptance criteria for the specified strength, the inix design average strength must be higher than the specified strength. The amount of overdesign to meet specification requirements depends on the ; ,< producer's standard deviation of compressive test results and the accuracy which that value can be estimated from historic data for the same or similar materials. �`{3.�1 n"i'•x F`` ' Prior to the start of paving operations and after approval of all materials to be used in the concrete, the '`:ry' '� H=;_ contractor shall submit a mix design showing the proportions and compressive strength obtained from the y.t:• concrete at 7 and 28 days. The mix design shall include copies of test reports, including test dates, and a complete list of materials including type, brand, source, and amount of; cement, fly ash, ground slag, ¢�+; ;{ : •..," coarse aggregate, fine aggregate, water, and admixtures. The fineness modulus of the fine aggregate and ,,; ., .,_ the air content shall also be shown. The mix design shall be submitted to the Engineer at least 10 days prior to the start of operations. The submitted mix design shall not be more than 90 days old. Production shall not begin until the mix design is approved in writing by the Engineer. The job mix formula shall VA "5��{�J �'tir"ft✓� '�. be the responsibility of the Contractor. ` ' f '` 'j Should a change in sources be made, or admixtures added or deleted from the mix, a new mix design r '. ta. ` must be submitted to the Engineer for approval. f 501-3.2 'TES`T'ING LABORATORY. The laboratory used by the contractor to develop the job mix t,. formula shall meet the requirements of ASTM C 1077. A certification signed by the manager of thet f -' •"=� laboratory stating that it meets these requirements shall be submitted to the Engineer prior to the start of ''' '; '+ construction. The certification shall contain as a minimum: A. Qualifications of personnel; laboratory manager, supervising technician, and testing technicians. .k7 B. A statement that the equipment used in the developing the mix design is in calibration. C. A statement that each test specified in developing the mix design is offered in the scope of the FL3�itie+i� �ti. f� laboratory's services. TAWIsnw•j"PECSWO-301.a,w MO-501, Page 5 Rev 511101 Yt Q I/ ' i..,t., •...fir-,...,. .wpr..,+wr..,...--.r••-^ 3t.: 't ;'2�. ^ 'n-p, 6�- 7,}•'�� (*�^T� •-^ is 't „ r., Y zc'`tt;t=p�,.} ri 'LE"�a T i''• '��,>> .t � t < S. '{✓� f .':V S f", .t� t t 1.,i).� v t.:%9 t,J..4} ✓+�f r.4.�J\ 1.'�S+{.r+•:5�.D F^'�i,t..tt�' .s U'.S^:„y;' .� YF:.'.1:�,. ��iifnf h its x. t S .•1 t r 1 � t 4 i t� 'iY; a°n{.. } }. x„ �. 'r.. 4 -J .�1 1#S'�}"t�l�E••}� .�tT}. {##. �.# di s " �tl x } { £ i + t •1 i t 3 S .?l;r,:•;.�F,.T,f l �I.,' :,,};>'rr,.:trx.:, «tr.) .:•i a' i• ..� d.1v C 4tr3•i<",�:'fYi'.•.9' r$'.b i.tk:.):t,. t.l� t'; t t.S' .r. Y'� t f 1,i. k+4 {� r�., t`�.'ft"}x:i' .+i�::r,`.�tR"lfi:s�+.{y .�. r.s 'h:;:t,•.v ,f .,1'`t{.. t n..l�. t ,::Y�. •,•rT 7 c iv. :.>;t: .t: #.., ,t'#,.ry�. 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The Contractor shall furnish all equipment and tools necessary for handling r�{yyid� � � t'a`>'.? materials and perfonTdng all pails of the work. ,' W. r � �'';;R r��..,.,q A. Batch Plant and Equipment. The batch plant and equipment shall conform to the requirementsq' ''4 of ASTM C 94. ` ,? B. Mixers and Transportation Equipment. '" ''"` (1) General. Concrete may be mixed at a central plant, or wholly or in part in truck mixers. Each '9r,;i,Yrz,:;Y.,,:,. ^{: mixer shall have attached in a prominent place a manufacturers nameplate showing the capacity of the z' drum in terms of volume of mixed concrete and the speed of rotation of ttie mixing drum or blades. 4> 5 �ffir'•.. ir. (2) Central Plant Mixer. Central plant mixers shall conform to the requirements of ASTM C 94. The mixer shall be examined daily for changes in condition due to accumulation of hard concrete or mortar or wear of blades. The pickup and throwover blades shall be replaced when the have worn down P P P Y . � 3/4 inch or more. The Contractor shall have a copy of the manufacturer's design on hand showing { ai�; ,;; j S l q.', dimensions and arrangement of blades in reference to original height and depth. 1 :N! (3) Truck Mixers and Truck Agitators. Truck mixers used for mixing and hauling concrete and truck agitators used for hauling central-rndxed concrete shall conform to the requirements of ASTM C 94. x 4 Nona stator Trucks. Nona itatin hauling equipment shall conform to the requirements of ( ) 1;� g� g g q ASTM C 94. }its`;t,�F+�t,•++q€g<: C. I<''inishing Equipment. The paver-finisher shall be heavy duty, self-propelled machine designed .,,s'r,.,M specifically for paving and finishing high quality concrete pavements. It shall weigh at least 2200 pounds >rz, per foot of paving lane width and powered by an engine having at least 6.0 horsepower per foot of lane s5a� '{ t%;;.,` width. The finishing machine shall be designed and operated to strike off, screed and consolidate the ,yr ,f r . concrete such that laitance on the surface is less than 1/8-inch thick. r D. Vibrators. Vibrator shall be either internal type with immersed tube or multiple spuds, or surface3� '' type vibrating pan or screed. For pavements 8 inches or more thick internal vibrators shall be used. They Y P g Y Y P g may be attached to the spreader or the finishing machine, or the may be mounted on a separate carriage. Operating frequency for internal vibrators shall be between 8,000 and 12,000 vibrations per minute. r Average amplitude for internal vibrators shall be 0.025-0.05 inches. For pavements less than 8 inches thick, vibrating surface pans or screeds shall be allowed. Operating frequencies for surface vibrators shall be between 3,000 and 6,000 vibrations per minute. F, 'jry its The number, spacing, and frequency shall be as necessary to provide a dense and homogeneous Th pavement. Adequate power to operate all vibrators shall be available on the paver. e vibrators shall be 1 automatically controlled so that they shall be stopped as forward motion ceases and meet the t S? �Yt TA9%)51%WN.1%SPECSVd0•501Aw MO-501, Page 6 Rev 511101 ""."t.""r-Mi— .h .`. ^S' 'w" 6 ,t 'P�• �'• F �"J alp:.r n i !i�„r fri vi., t 3 t' A�,+.,� ,t ,.<. { ' J� f'Fi�iq. �,. :g �f,i�•`�•�{'t}� . rr tv'1}{<sr -r'r.<.� yt{ :�4t t' 5 7 a r 7 +, i ..l: +./l ,,fY5 r✓ tg ` t ,lSb, ti:,M) !. ��t.nj�K. !,-. ,1 �`, rbr`,t}Y,'�n. 1�E1,i�.wJ,�•�`�,'•„ '�' .t :,� + t,�}� ', {, r�J. r,, r. f. .,{ )'U: ',1t�fr,� <i'Kfa ,�,�`yy��y"4? 'J "fi�'�;;F+a-(� i r � �.lt�r+t'J��I`s '..v�'l� r,i',' t r ,!� .t ,:.r;�.. I .;1: f.. �.. 't I t ,,�'�, r�l kt(1 t'Y}�.1'i't,�. .,}'Yt�'A +�'S'1y��•,�t2'��i"�y"€{ .`' ,tr''. St� Y'L'S��d'r.!2�,�,f'p}?,�;//d�``�;rl,s#i'7,'v�-,'�YJ,"ct�t ggt . 'a+',1 1 �r,i �: °r;' rtt.r-.,i.;',!:`:}' x +, { "i';�1� +� ..(t."._; ,��,J.45,{pf'"..�+...tw,t,4•r`{4. y�?.�77�7'. A' + �. •e4%il;.f Yp 7ft, ,C J+r..n .j{}.y :�,s i✓1. t{ t. t +' { � .., l} ,. .�,,,a1,k }� r<l;.:'Sn lrki.,� '• y. J'. " .:'�� P ;,-j; ff•;�,.:.lM•�ft'aJ r:?5µl 1 1.:,rt•` � ,_ 1 ':i CS}ia Y "J: .�. '� p .'a �r. 1 y' 9{fr1 �.i.trRe� .��{{�y x� •.� ; '• ::>,bi;rtr}I 'g: .1" 1J '��r`'} c rrtY�. 1; 1. r 1 r '{ t, .,,.t} } i;( q,, ;71q'.J!'r�`. "'!FA�t. yN .i4+.FtG+: ,F;{ifr,". .1,: sdti`• 1. r lY r�'t t t1 31` '� y �tttr a r�, a r g r ..rl i. yl } .Sat tA11r5'f(t to �, i. {11. a J .•' a f+ , t .P �Ifx..�t r,t`J!`fr'}f�F��i�}�{�`�� .*� F ss, +�� t r t ,rt `,,qq jrt4'f� •' JY st} + t r ,s , Sh t �.Y.�A11 •k^t i 7h ti F,I'. it ar4 r i 11 ., . t nR � .�a �s�y�1 ar �` t'-` r 7 a ;y• r, ,�+:tai 1 f.t �';7 tn�. huf'k��'il+Ny,Iy.C.2 ',�t;s i ia:uwMfW1iM:d!.ew.r�ani4nwwe«.:......................s.. .w....„.rr.un,nirl.stt,s}?'l:fi..rr``k.•.*.:yi' 4"•.+n Y'< ., .,ra .,. '?a .R,Y r ..,, „-,...,.-. ...,.. ,,. .»....,-,....,,.,.. .«.»,»«»,.. ,.....w..... f... ... S '� -+til�;��•, + r : recommendations of ACI 309, Guide for Consolidation of Concrete, The contractor shall provide an electronic or mechanical means to monitor vibrator status. The checks on vibrator status shall occur a minimum of two times per day or when requested by the Engineer. Hand held vibrators may be used in irregular areas and meet the recommendations of ACI 309, Guide for j -- Consolidation of Concrete. E. Concrete Saws. The Contractor shall provide sawing equipment adequate in number of units and ,,:t1:.;,•. power to complete the sawing to the required dimensions. The Contractor shall provide at least one Sr { standby saw in good working order and a supply of saw blades at the site of the work at all times during 3 sawing operations. N. d F. Side Forms. Straight side forms shall be made of steel and shall be furnished in sections not-less ! than 10 feet in length. Forms shall have a depth equal to the pavement thickness at the edge, and a base 1 :,,;..s,. a,..... .. ( width equal to or greater than the depth. Flexible or curved forms of proper radius shall be used for t r ? r r; curves of 100-foot radius or less. Forms shall be provided with adequate devices for secure settings so that when in place they will withstand, without visible spring or settlement, the impact and vibration of the consolidating and finishing equipment. Forms with battered top surfaces and bent, twisted or broken ;,;; ';► ':� forms shall not be used. Built-up forms shall not be used, except as approved by the Engineer. The top face of the form shall not vary from a true plane more than 1/8 inch in 10 feet, and the upstanding leg �r t shall not vary more than 1/4 inch. The forms shall contain provisions for locking the ends of abutting sections together tightly for secure setting. Wood forms may be used under special conditions, when y, approved by the Engineer. swk`dc� ~' G. Pavers. The aver shall be full energized, self-propelled, and desi purpose "pk'N,f t, T p y g designed for the specific of placing, consolidating, and finishing the concrete pavement, true to grade, tolerances, and cross section. It shall be of sufficient weight and power to construct the maximum specified concrete paving �''';ctfs``' lane width as shown in the plans, at adequate forward speed, without transverse, longitudinal or vertical ,Far; •i#-a;. `; instability or without displacement. The paver shall be equipped with electronic or hydraulic horizontal i and vertical control devices. 501-4.2 FORM SETTING, Forms shall be set sufficiently in advance of the concrete placement to K ":( insure continuous paving operation. After the forms have been set to correct grade, the underlyingt � r� surface shall be thoroughly tamped, either mechanically or by hand, at both the inside and outside edges of the base of the forms. Forms shall be staked into place sufficiently to maintain the form in position for the method of placement. ��{yfu, s is•.•n„�, is Form sections shall be tightly locked and shall be free from la or movement in an direction. The pJti.tkYr . g Y play Y forms shall not deviate from true line by more than 1/8 inch at any joint. Forms shall be so set that the � will withstand, without visible spring or settlement, the impact and vibration of the consolidating and �t ,{;`!�*,,�a�.t,f�;.. finishing equipment.Forms shall be cleaned and oiled prior to the placing of concrete. Wyk ':°1rvi{t� '- The alignment and grade elevations of the farms shall be checked and corrections made by the Contractor immediately before placing the concrete. VP..,x 501-4.3 CONDITIONING OF UNDERLYING SURFACE SLIP-FORM CONSTRUCTION. The compacted underlying surface on which the pavement will be placed shall be widened approximately 3 feet to extend beyond the paving machine track to support the paver without any noticeable displacement. After the underlying surface has been placed and compacted to the required density, the areas which will rr' support the paving machine and the area to be paved shall be trimmed or graded to the plan grade T:1WISI1wpASPECS1A10-501.Jrk MO-501, Page 7 Rev 5/1/01 ;.yte:!v"" ,:i,.•';!` ;1i” :�s•T t-r ..,.e«Iw+uauery'r.vatur`ynw+...r... ,�,. .,t,....,r,,.�.�. ,.�,Y-,-, i., :� i .7^itjs;, zi3 iS�.i.i�k�' x�r`Ei�},•!i¢}�Y f >>��5�;;',�y��yi":.. C}1 }'::�� h.�¢.�,r:}3� t�e t7: t .t.Y'a ;,'. y. �� t � .'hi { ti,; t. = i,��'r.. ;f'.J,r,, � ,{��Jai,^<':•.y.,,gc14F+C '!± �e �`�"'K+�? t• Fr A;,Fi-.(N2 n.1.�Yi .,1.., ,)tf ,! 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S ty'�`fV..�ti�?.`��:�via�',tAt."'i+� ,,tf :Y:r.-s.';G.r.„ t (p , 51,r .1 •.,t} tt t .itc ..c },Cjxy> r,,.{'rYt'.rl,'{,. ,�:ti, t�r�'1 y 1.:ftF {�#i:,. l .:1.k. rt rjr r t cr (::t� t' ,, x;.•j,�ra,x .,i 1r.,(r '+".A�rl.f'r. lih'yr'w r�lT!L?�, w7 r P.S.�I,`t,''�,4.7f''•..`f i'>t!G`. , S , x^.1(1 ., { • .,t ,., .. , .... .. z l t,.; 'r �,¢i�r .t Lt i t'.� y� "O vi p, i :t{ � z t. i4J1 I� {+'� �f+;��}.r•,�?IT, r 1 t,i. , • t ,, e '. S Sr ..tii �r�*l�iS t.s 3� ,�• ra }i .? fie. d,,. � ,t'�r h ., .......-+ ar Hlr•yv;'F^.,�:.Y+.#r,<xPJ,+'vh+.,rr.:':".7 ..l .< , ,t. rr..w,..n, ,.,..,,..,.,.. . ... .... ........ ,......•,,e__ �!.w..a........Ai .....w,:.t...n...a..........<e.....: _ ..: '.'.::,.....,,.,,..,.•.. .. .._, ..i I.nWM kµ V.'�Ji�t�i{`x'�S,�rt; I � t i elevation and profile by means of a properly designed machine. The grade of the underlying surface shall r be controlled by a positive grade control system using lasers, stringlines, or guide wires. If the density of the underlying surface is disturbed by the trimming operations, it shall be corrected by additional compaction and retested at the option of the Engineer before the concrete is placed except when stabilized subbases are being constructed. If damage occurs on a stabilized subbase, it shall be corrected full depth by the Contractor. If traffic is allowed to use the prepared grade, the grade shall be checked Ell and corrected immediately before the placement of concrete, The prepared grade shall be moistened with =':°k t ' •< . water, without saturating, immediately ahead of concrete placement to prevent rapid loss of moisture rt° `'•^tt�`i�..�, from concrete. The underlying surface shall be protected so that it will be entirely free of frost when "u'r ^ru';I:::• ,+ concrete is placed. 1• ,�',.;., :';,,a,�,;. i 501-4.4 CONDITIONING OF UNDERLYING SURFACE, SIDE-FORM AND FILL-IN LANE � �+_:; CONSTRUCTION. The prepared underlying surface shall be moistened with water, without saturating, immediately ahead of concrete placement to prevent rapid loss of moisture from the concrete. '' 1 jy i Damage caused by hauling or usage of other equipment shall be corrected and retested at the option of the Engineers. If damage occurs to a stabilized subbase, it shall be corrected full depth b the Contractor. A template shall be provided and operated on the forms immediately in advance of the placing of all concrete. The template shall be propelled only by hand and not attached to a tractor or other power unit, Templates shall be adjustable so that the may be set and maintained at the correct contour of the underlying surface. The adjustment and operation of the templates shall be such as will provide an accurate retest of the grade before placing the concrete thereon. All excess material shall be removed and wasted. Low areas shall be filled and compacted to a condition similar to that of the surrounding grade. ' The underlying surface shall be protected so that it will be entirely free from frost when the concrete is ;j laced.The use of chemicals to eliminate frost in the underlying surface shall not be permitted. i p Y g P The template shall be maintained in accurate adjustment, at all times by the Contractor, and shall be checked daily. ' i� s+It_y�s7axr 7 501-4.5 HANDLING, MEASURING, AND BATCHING MATERIAL. The batch plant site, layout, equipment, and provisions for transporting material shall assure a continuous supply of material to the work. Stockpiles shall be constructed in such a manner that prevents segregation and intermixing of ! deleterious materials. A re aces that have become segregated or mixed with earth or foreign material shall not be used. All pg g aggregates produced or handled by hydraulic methods, and washed aggregates, shall be stockpiled or L4;�` �twy)),�1,, binned for draining t least 12 hours before being batched. Rail shipments requiring more than 12 hours g g P q g ,�..;.�:. will be accepted as adequate binning only if the car bodies permit free drainage. Batchin plants shall be equipped to ro proportion aggregates and bulk cement b weight, automaticallr!`ts`+: tr ' g P P P • Y g Y r•;. a��;.w,l..:, using interlocked proportioning devices of an approved type. When bulk cement is used, the Contractor "IT Yit � `" shall use a suitable method of handling the cement from weighing hopper to transporting container or k�!{th2r },; µ: into the batch itself for transportation to the mixer, such as a chute, boot, or other approved device, to prevent loss of cement. The device shall be arranged to provide positive assurance that the cement r�r ,n content specified is present in each batch. � ,sf,° , sy';r,; 501-4.6 MIXING CONCRETE. The concrete may be mixed at the work site, in a central mix plant or �'� 'Y in truck mixers. The mixer shall be of an approved type and capacity. Mixin time shall be measured '. PP YP g from the time all materials, except water, are emptied into the drum. All concrete shall be mixed and .. t delivered to the site in accordance with the requirements of ASTM C 94.Mixed concrete from the central y mixing plant shall be transported in truck mixers,truck agitators, or nonagitating trucks. The elapsed time -,{ ,:. , f<'y+•( 1 TAWIS#nw •%srecs\n�awLdoc Rev 5/1/01 MO-501, Page 8 r , Wry'p �'3t -!�!�!?t7^-"'""'i•."" ^.."^*..,....,....—r.,.. ...-....r.,ga �xrwwi+Y,das.>Ktiir,t„w'n"rn"""'.. ...,, .. - .,. i-...Cr7•;T •^.^ § .y:4•'ry-ir:•,' ::>:.r•r ,' v .f f ., .,, r j s r `'{ "777777 y ! ', .!kl rR Q!.. .'+,y J � {t''s t 1. 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( ittt^.s �SMi,- s <�. i;i t l: ;cl;, lw , t,ri,. y stii'tiryr� f �'- } l.Y.l s S..f•-i, rJ i. t fl t, 1 '.y ✓ t i,. +„�„;. t ✓I•. ?I^ul.,o T .lJ+ r t, ',.w i t !.• s.S i. l. %c.`J �i, .{i .! S7' ,tp i 5 '. ) { ' t I 1' 7..¢ .� I �'y 4l]Y� c,f lr s+,L�.fl I:n11'b'W�"'• #1 .�ji ,. f.,e t i y�f rt�1�1✓ iy. ! ,,, t 1. ..ri4...,r^:.). f� �•+ 'rr vri t rtir Yt, R1f .. q. •ta{ '4 ,o.r rj5c�il.ltt�rli<.I,r ,7 , T.r;� ,.r , • 1 d rr�.ry.o-1 iyrf if)"Ft 7 r..,ir ty.j l...'tt itJ} + A4i0fjjy '�Y y4 °T. .i.ial�.i:{•••.IIJ``--•``rf•�f r�lkl iJJai{!?�. j'.;'�'••`1+,,i 51.t t � v,.Kt k;:i".ti /. , .l •I. ;�. 't;ii S 1S,r T.a\ > §, i v yr T4� 7 1 .. ..i, ry } <tr r 1u1 41St f 'tr'{fr 1i �f4•c M d'lxV 1 i7 Z C P• ..�,+.+.kReFF1X,iNtl4ML1K`tY.%YW Mc41+'+MaN:nnrdweiv,Hirt,,,*in.v,rw,uv,na.k.+,c..+n•.,..:;..:...«.._..,..,... , � • "•,•,, • .•.•.. '' ,r from the addition of cementitious material to the mix until the concrete is deposited in place at the work site shall not exceed 30 minutes when the concrete is hauled in nonagitating trucks, nor 90 minutes when t',_ ^°(ts J`•-i1': ;i' . the concrete is hauled in truck mixers or truck agitators. Retempering concrete by adding water or by J4 other means will not be permitted. With transit mixers additional water may be added to the batch a materials and additional mixing performed to increase the slump to meet the specified requirements -� provided the addition of water is performed within 45 minutes after the initial mixing operations and t" ' >•:,>' provided the water/cementitious ratio specified in the approved mix design is not exceeded and approved '7 R' by the Engineer. ST,f' 501-4.7 LIMITATIONS ON MIXING AND PLACING. No concrete shall be mixed, placed, or finished when the natural light is insufficient, unless an adequate and approved artificial lighting system ��; ?; j !1 is operated. 'tf �� ,t';L f''V"; A. Cold Weather. Unless authorized in writing by the Engineer, mixing and concreting operations shall be discontinued when a descending air temperature in the shade and away from artificial heat reaches 40 degrees F and shall not be resumed until an ascending air temperature in the shade and away :J from artificial heat reaches 35 degrees F. fl 1 en lumps before entering the mixer.The temperature o The aggregate shall be free of ice, snow, and froz ri 1 the mixed concrete shall not be less than 50 degrees F at the time of placement. Concrete shall not be placed on frozen material nor shall frozen aggregates be used in the concrete. - ; When concreting is authorized during cold weather, water and/or the aggregates may be heated to not s{taiy�'j ,1: i more than 150 degrees F. The apparatus used shall heat the mass uniformly and shall be arranged tox^:ar35, ;, preclude the possible occurrence of overheated areas which might be detrimental to the materials. ` B. Hot Weather. During periods of hot weather when the maximum daily air temperature exceeds �rrr jK; J 85 degrees F, the following precautions shall be taken. ''`<�°`i t :.,• ; Iy �.'�' •r.•. ''r�'�l�.�rr'tif l}L�'�.. 1, The forms and/or the underlying surface shall be sprinkled with water immediately before placing the concrete. The concrete shall be placed at the coolest temperature practicable, and in no case shall the temperature of the concrete when placed exceed 90 degrees F. The aggregates and/or mixing water shall ` 'V mperature at or not be cooled as necessary to maintain the concrete te more than the specified maximum. !� The finished surfaces of the newl laid avement shall be kept damp by applying awater-fog or mist with ;y r,;;a; j approved spraying equipment until the pavement is covered by the curing medium. If necessary, wind [� •�r<ry ��}� ,;, screens shall be provided to protect the concrete from an evaporation rate in excess of 0.2 psf per hour as ,R. determined in accordance with Figure 2.1.5 in ACI 305R, Hot Weather Concreting, which takes into fss'r4?y ., s }3 q; consideration relative humidity, wind velocity, and air temperature. WO C tv. t When conditions are such that problems with plastic cracking can be expected, and particularly if anytH;i :{s,}. plastic cracking begins to occur, the Contractor shall immediately take such additional measures as f necessary to protect the concrete surface. Such measures shall consist of windscreens, more effective fogy s rays, and similar measures commencing immediately behind the paver. If these measures are not P effective in preventing plastic cracking,paving operations shall be immediately stopped. � � : ; Prior to the start of paving operation for each day of paving, the contractor shall provide the engineerf �r with a Temperature Management Program for the concrete to be placed to assure that uncontrolled cracking is avoided. As a minimum the program shall address the following items: ; IJ ;r Rey 511101 ' i. TA9905Rwp4;V NI PECSO.3{II.d,M M0-501, Page 9 •'x;1,1 'sr,1Y �"ap'=,x., �• •.� � � �� f 1Y x Xye .� .,r;l•1:. 7k� .x,'j;{•�'�'i't,�i't4.�1":><,',,#'jt;'ot<ati�t ;}.t��3-'��"N�"�•"�k4{ �+* - ..?^.^,",',"'*','i�'_,.,..y',f'.':;.5. p. .,,,�,�,..r_. .,,...,.,.,,yu:a,waw,fwM!aw^?"` '.�..;'f i... a1( .,11f t ;r,+T' �i•� V {' '.�"• ,Y '('i�4u'1:t,1. ,' •.yr,}}i ti!,:ti:�r ',, ;t.., ..`4. \,.*,��, ;t 1, t \r { j \";,Ff t /'r i.'•�'.;t (f �r Ai r. }t<{C.+r4,.riNV�7TC '�:y` ,t , �it•. vt,,: t . rr rt N,:is �pl t •1. J:! tf'. ..:{Y,,,.lr,,.ri f 1, �.i 1\1 � r�',St�.W1�� i; ,hy y i.. zr�Jt4'}Y� .Y;%:1•`S...r,:: „6; .t 1: .r r t ., 'i. r t'r 5. 4 :r l.J:yi4r.+�.!}.rv� y.Yh.!�\,}i r„�j(• ,. {.ii •f'+.1`{y f:;cC:.a'tt. , f�`t:” !J a s.�i� �.). U •, v t `t� n.�. .,?;fr.: :�;.s. Y.{.-j r .5 ;, F, ,f =.i1 .}•i�,e.;2 .!;rr•.i',: ,,.,'+i14 �+5 . 4'. �� R.-c,,C pKk+.,,✓.1�J .:� \ +.k+4T �'�'r 't ,�+ ..`i`.p ,Q �.} T ., !. rIY i .i { t'!f 4 •� t r { 1j rT. U 'y,Y S! , y�,.i ,a„�:F il.•Yigylaij}`.S�,•,,; { yt\ .t#c4 ,a'tdck"}. �.'t 't � .s. _ .7y Y t t � :� ,7,_n. t ,}• ri' '.' ..'�: ,r,,: /4S�',' v t t.. JI 5:'I,�' !', t. .'f:l' t: ,1 1 1 J.' Y'.{..:y fai6i:r,} ','r;i:',z.yl.,e.7�r;.).E 4y �1 r'4,''{'T i7 t t.'�•=��'{,. ((•,F S Y ,i. t' , ) f r ;Aa ! t c JC i .>:.S�f., . �,::nr,".ti 'r?'l,', r 4 hA' MNM, tS E4.9j Fr r; yfft}�rr't ''�� r .,r ., � + . _ .; :•r Y 1 ,, .x Sttr.,3r t'}'�x�>� �q1!'t?'" '.�y�t i r}'eta{IJ t�>tl t!s 1 t., ri ,ra i ,4:,t{'�� ,{£4��tYtt�;}1 1pYl Ai.•F r1 9 .t. i ,k ,eft c, i -P, C,, f 'r „11a , . }tt S N )•a11� 711, ,I�,., M r'+ , 1i }! � T } 5'.f 4{ ,, y .. � 1P'. r tY.. ! f ti 9r !` Y,yhx�y• f j atinNM,Y`-:.ix+.>.a i:.::j! ,.,—-�ta..,,..,:. .. ..,_•.L'......,rw1.•drr.h'r ...,.w,enLx ..e+r/t .v-"t ._,.N.,n,. ,..,.se+u.rnw,,., t,...«...,..r...� .»., .'.,' �. �, r Zl+rat°` r�L,v{ r o+nyiNi ._.. ., ... •... ...J'."» ....11 .. .. .....P�o_1Jw.:uv:�,N6 r,�� r 4:r . fit'' T��a��T• j�1 P 1. Anticipated tensile strains in the fresh concrete as related to heating and cooling of the concrete material. 2. Anticipated weather conditions such as ambient temperatures, wind velocity, and relative humidity. t, 3. Anticipated timing of initial sawing of joint. 501-4.8 PLACING CONCRETE. The Contractor has the option of side fixed form or slip-form paving, At any point in concrete conveyance, the free vertical drop of the concrete from one point to :;d E , :;{'' •:. (� another or to the underlying surface shall not exceed 3 feet. Backhoes and grading equipment shall not be used to distribute the concrete in front of the paver. 1 Hauling equipment or other mechanical equipment can be permitted on adjoining previously constructed pavement when the concrete strength reaches a compressive strength of 3,500 psi based on the average of ; }�^?ks;•; four field cured specimens per 2,000 cubic yards of concrete placed. A. Side-form Method. For the side-form method the concrete shall be deposited on the moistened grade to require as little rehandling as possible. Unless truck mixers, truck agitators, or nonagitating hauling equipment are equipped with means for discharge of concrete without segregation of the materials, the concrete shall be p laced and spread using an approved mechanical spreading device that ` prevents segregation of the materials. Placing shall be continuous between transverse joints without the f,'�frsl r " use of intermediate bulkheads. Necessary handspreading shall be done with shovels--not rakes. Workers shall not be allowed to walk in the freshly mixed concrete with boots or shoes coated with earth or foreign substances. ii::r2^i R, -� Concrete shall be deposited as near to expansion and contraction joints as possible without disturbing them but shall not be dumped from the discharge bucket or hopper onto a joint assembly unless the hopper is centered above the joint assembly. Concrete shall be thoroughly consolidated against and along the faces of all forms and previously placed concrete and along the full length and on both sides of all joint assemblies by means of vibrators inserted in the concrete. Vibrators shall not be permitted to come in contact with a joint assembly, the grade, or a side form. In no case shall the vibrator be operated longer than 20 seconds in any one location, nor shall the vibrators be used to move the concrete. . , s 3 q =' a. .5j rya y�B.�P?,Fr:yy3itr5f':,i {' B. Slip-form Method. For the slip-form method, the concrete shall be placed with an approved ,.:.,•,.,,� r�° x, crawler=mounted, slip-form paver designed to spread, consolidate and shape the freshly placed concretes ; '`�?r; wf. in one complete ass of the machine so that a minimum of hand finishing will be necessary to provide a �^iJj'?;a's•;F` z+ dense and homogeneous avement in conformance with requirements of the fans andspecifications. The ±$ concrete shall be placed directly on top of the joint assemblies to prevent them from moving when the °{ paver moves over them. Side forms and finishing screeds shall be adjustable to the extent required to •Mr_a•`';� , ; �t, in produce the specified pavement edge and surface tolerance. The side forms shall be of dimensions, "��•krd.",.f :. ,S., K shape, and strength to support the concrete laterally for a sufficient length of time so that no edge � gr�., ';� .�12 ?.�S'��: ',..; ' slumping exceeds the requirements of paragraph 501-5.2E(5). Final finishing shall be accomplishedvt" a' '` while the concrete is still in the plastic state, , tai!'n•� In the event that slumping or sloughing occurs behind the paver or if there are any other structural or �,tu surface defects which, in the opinion of the Engineer, cannot be corrected within permissible tolerances, P avin g operations shall be immediately stopped until proper adjustment of the equipment or Procedures �" 1' �'•i•I: have been made. In the event that satisfactory procedures and pavement are not achieved after not more rt, t,,,>i ;bp ., ;},;.,• than 2,000 lineal feet of single lane paving, the Contractor shall complete the balance of the work with ` TMINIS1%w %SI'ECS%Nl0•SQI.dLw Rcv S/1/Ol { MO-50 1, Page 10 '?t it 'f' c} 1.�1+�t;Y•J .•^1<,'.r,•....T±.,...,.w77t!"-*nr '•:S3 :t r'1,�AAl,a yir�•�i it x 'r.'S +S J�<`:+. .f.r ".Y 'Y' f ! t i:1 f. it.. i`i1S ff ��i�.'{)x i jd�'°•Y,y ��.+t' )'� Mr. ,S T,ls. u:l:.r<:, ;,•ti :M' r t t t` � � .N ,S.L ! ti 'll �56;j`.ti 3� 't ��'S.. .r4, �[�;d�ti�!. '`<{r ra<Y{'•F.�,d4i;(.�.}$ '3 a,' I r,� r.t •a. ; '�` .}^� 1 t. � > s ;,J.� .: ;,.,tp. l.t.,:°.'i`'i;�i.EaE. ,7,1;:3' �'?'� ,P � l �}y. rt'rit '�.;,�'�StS�k�b .xf't!t'tl•> �y if,rr j( fv'E��{t } a .{S � \ y!, r L �, t r.rL shy'°4a � ai,.;Y.Yr1(�:,tS ; .i�tM1•t�7i�1: .� ., ,�,r�•1(yyT7F:af rls'(,1' ��:,` :. r.,t,.r'r! ''?.:" St' ` ' P , r,tty +e,;o � '^+ � r ',if �' rr� i r�`+ 3r°r<lt�h; ;��Jttt:t,�(,,G} 'I� ri`'�• •F �y�,g..!'yra iriS.k',`ca.. .,t;,ir', I ^ill, ;t.%,f, . S .'r a. 1 t r ,+ i.• '•>. 1 '.J ' � tt ,M.,,"rt;s.,L.>t.=•{ .YS• ir`I'I s.'Y. YY .� ,"' Tti} IN`.,{tr 3� riv. ,i4:x:J. a•t.`., t , �' ,p <n Pr�. A, .+ tv,d t •,,y.r; 1�:,Ei f <x r A. .� r. .r ! rit•`tt. ,,ks•i r�,v$� :��'1�.�:=.�}) }'' ��.;e�. .,.t�p;r,; rt ,.. .r•iij4 ') .t t. t�= 'Gd ,. 1, .4.K L'r,•}a� �, u} �.��._t'y.} ° rt,+;• iN1`tk} =,xtE: i t...t. ,t3 F 7, ,,'. S t . .,'F; 1 ,'•1; .},:.. ,ira,' .r 3.t..}r:,1, �1: R4A=�} {ity s3 tl� i I ! rj l4 � 1k Yt4 t {p t r .'F1irG,1«tw:t.'FxeeirvNfA+x.,rovlui�,a,:r..0+„w .�-1.e.�.re.>.... ...w,..a„�. ,..r.,., ........4.__..-., .. _...,....-n.,.. re+p>L';,•rni .i ,,..w..,., ... ,..,...... -... ...k... fir' ,t t F'}E T 's:4 •.� �,,.7.;, It l�ti`i' the use of standard metal forms and the formed method of placing and curing. Any concrete not corrected to permissible tolerances shall be removed and replaced at the Contractor's expense. 501-4.9 STRIKE-OFF OF CONCRETE AND PLACEMENT OF REINFORCEMENT. Following the placing of the concrete, it shall be struck off to conform to the cross section shown on the Tans and to an elevation such that when the concrete is properly consolidated and finished, the surface of the pavement shall be at the elevation shown on the plans. When reinforced concrete pavement is placed in {r fiq� two layers, the bottom layer shall be struck off to such length and depth that the sheet of reinforcing steel F fabric or bar mat may be laid full length on the concrete in its final position without further manipulation. The reinforcement shall then be placed directly upon the concrete, after which the top layer of the concrete shall be placed, struck off, and screeded. If any portion of the bottom layer of concrete has beenta: „ 1 more placed _� ld than 30 minutes without being covered with the top layer or if initial set has taken place, it 1 rr w, yr 1 i shall be removed and replaced with freshly mixed concrete at the Contractor's expense. When reinforced ��Y1#r "F��` concrete is placed in one layer, the reinforcement may be positioned in advance of concrete placement or it may be placed in plastic concrete by mechanical or vibratory means after spreading. f s t # fF Ff1 Reinforcing steel, at the time concrete is placed, shall be free of mud, oil, or other organic matter that may adversely affect or reduce bond. Reinforcing steel with rust, mill scale or a combination of both will Y Y :. . . be considered satisfactory, provided the minimum dimensions, weight, and tensile properties of a hand t wire-brushed test specimen are not less than the applicable AASHTO specification requirements. x y :77 501-4.10 JOINTS. Joints shall be constructed as shown on the plans and in accordance with these t+s„j5j:i ;fir to the surface of the pavement requirements. All joints shall be constructed with their faces perpendicular =a ' Joints shall not vary more than 1/2 inch from their and finished or edged as shown on the plans. Jor ry designated position and shall be true to line with not more than 1/4-inch variation in 10 feet.The surface kt,G?�� ,stt5✓ across the joints shall be tested with a Contractor furnished 10-foot straightedge as the joints are finished and any irregularities in excess of 1/4 inch shall be corrected before the concrete has hardened. All joints shall be so prepared, finished, or cut to g a rovide groove of uniform width and depth as shown on theE+ =`��3; p plans. .., A. Construction. Longitudinal construction joints shall be slip-formed or formed against side forms i`<< with or without keyways, as shown in the plans. '`"`?M.1 ' Transverse construction joints shall be installed at the end of each days placing operations and at any 'w ki4 other points within a paving lane when concrete placement is interrupted for more than 30 minutes or itu�*, a. appears that the concrete will obtain its initial set before fresh concrete arrives. The installation of the oint shall be located at a planned contraction or expansion joint. If placing of the concrete is stopped,the Contractor shall remove the excess concrete back to the previous planned joint. , " i s;hx' B. Contraction. Contraction joints shall be installed at the locations and spacing as shown on the 2�7,� plans. Contraction joints shall be installed to the dimensions required by forming a groove or cleft in the F'it, s Q'G �'�'top of the slab while the concrete is still plastic or by sawing a groove into the concrete surface after the concrete has hardened. When the groove is formed in plastic concrete the sides of the grooves shall be finished even and smooth with an edging tool. If an insert material is used, the installation and edge •, ,,•,, finish shall be according to the manufacturer's instructions. The groove shall be finished or cut clean so that spalling will be avoided at intersections with other joints. Grooving or sawing shall reduce a slot at j g g P least 1/8 inch wide and to the depth shown on the plans. C. Expansion. Expansion joints shall be installed as shown on the plans. The premolded filler of the 4 „ thickness as shown on the plans, shall extend for the full depth and width of the slab at the joint, except } t' Revs/I/01 TA")5I%WPO4PF.CMiO.5 1AOC MO-501, Page 1 1 i.+ �}�:�;.7 x F.' .,-;.�'• ..'n.......w+.rnm+n.�+.^,. +��cr•. 1. ^T�c—^tY�^'-;rm.ne,�..^R.,'. .l i�r�`�' ,S�i j��•n'�"i'F�, �r �t i��`�� .� '7 S •,.,w......+*••.i. ,:4 ,.r \ r : t .t'� '( '. < :r, .l, i .1 ,'`r,,?L z,Y�it ri y. = 7.1 r��,>"t,f'{.{7 �.��siY. S.�, e',.,: rrti iY'u }' jeS t. ra,.tx 'ii �y.. 7!�N,.}.i59`r' t R.,,y .,: T +.., i.. .J i t ry.. rrFF'' i•. ,,;trw' x7° f , .E, 1`- .5.* i .,,, 1 ;ts.: .:a}:..+;ti. .,•,; i�'..,:9,,,,zh5. t .J,''h V. f :C d 7 ! +,4.�?S t4# t �C k � 't 'rl {' jfi, �C .q t} "'r, it,��..I `Yit, Y{•, �r .tl., s It }rti{� �.i.{. .;i r{ .�: •f^' .d7d5i1� J«,•h{t#k } �t :r gt.r...#t,,t :,5.r'.t. ? .1., +:.�.. �t. ., .r c }. t. 1 .i,_=�'�r�tilpl�„ 4�. [w-�5'F�ra3 r..r.{r,7{, � t �f' ., ��. .,.Y,t+j.,r i. .{l�y4,X �F,.��Y i•�� ?,vv d y �'i" j5.0„' l:A•�.t'.S �t � r V{y F .1 r ..i..i, t�•, t! l: tl � } :.5, i,c :t -,� !?.. st 1 .1':�K Ii.°✓• �t }[+�; !2"'es F 5%�7i :� �r p1 �� ..�6. i� it . t1 '' � i�• � ,: r... ` - - "' t,'' ., ..�,. .e{:,i !''Ftt.,! �•S:fizs . F{I!)�rh, ?-U''��s�tl.r',t.��t�, t ,..i.}t, � Y' i rt•Sr .f: r � a ` s 1 ii'=1•gkt,a ,.,'4"' { ' S rya,•:&.N., Yv;c.,S t tl 3., ,t r.. •i / 11 Y?i fy c t;F �t•V?•�t� y'�.'n.,r:, ,°;i:i;�,•{'t••»3 1:.1, i,x.:,1..:i•r�sf. , , '3 t, z iir.. f ,r.a.;f 74 ,, a i tt!t f t .i•t;,i'Y }3 ,� >.f�,r•.j45.s,•`.: .:.,: ! i ?, _ i �, t{.•..1f1, ! x"`4Ri.q�.��4�?:; �' writ 5..:: •'3''f, 4' t` 17y3 ?n 't fir, a St { .. .j 1 Fi7' c .rt tit hHif�;�I4"a r-'(;?''t•ti *1v7 f,;t,,.t,f3 ' y i t jrt.ii r,.wkt�✓=.., p�. ..r? I ., .. S.i,tJr,�'yY� JY iit. ai •rFt.r.�!+,,<I�{�,}�11;.� t tt i!3f t i. � �;, , .rr 1r.,3 I't rii. r � ""?afj:"'isx k{� i ¢�1�f' s� r�,'�<�ytyt'S .S,itfrVi= t}tit.. v t � f .,,y i fi 'y� �4.��,:.�A`u`u!"Ft�� ,a�>s'�°• ;�" f.efcr l J y i' r.f r i1. /7Arf4a a t i({3�� F �f<{ i�? i 'i'• 7 .e3.,.....6a•ra¢MHx`•-».s,r ti,xntti:T.7 •li ihirH't S,.',+i.r(.asS?47}ari•ri..lrtrNiix.,lmxiG .t;�+,�3tia nNn.t•.•h.rv..•a r. ,.,.,........ .. .l__ i ..lu:. .. S !'C 17i ?�hyay�iS`. mart.:,+«�•t,.«wi.,....aa:.:;.,,.......... ..... . ._ .0 `�}' '��r��' f7j�t• �i for space for sealant at the top of the slab. The filler shall be securely staked or fastened into position . perpendicular to the proposed finished surface. A cap shall be provided to protect the top edge of the k, A, filler and to permit the concrete to be placed and finished. After the concrete has been placed and struck off, the cap shall be carefully withdrawn leaving the space over the premolded filler. The edges of the kt+ joint shall be finished and tooled while the concrete is still plastic. Any concrete bridging the joint space shall be removed for the full width and depth of the joint. i ! in t e plastic concrete byD. Keyways. Keyways (onl y female ke y s p ermitted) shall be formed means of side forms or the use of keyway liners which are inserted during the slip-'form operations. The %Tr 1 keyway shall be formed to a tolerance of 1/4 inch in an dimension and shall be of sufficient stiffness to Pill, � u Y,Y �i�;�,;� < rsupport the upper keyway flange without distortion or slumping of the top of the flange. The dimensions V� of the keyway forms shall not vary more than plus or minus 1/4 inch from the mid-depth of the pavement. Liners that remain in place permanently and become part of the keyed joint shall be made of galvanized, capper clad, or of similar rust-resistant material compatible with plastic and hardened concrete and shall not interfere with joint reservoir sawin g and .sealing :. Ar1 E. Tie Bars. Tie bars shall consist of deformed bars installed in joints as shown on the plans. Tie bars shall be placed at right angles to the centerline of the concrete slab and shall be spaced at intervals shown on the plans. They shall be held in position parallel to the pavement surface and in the Huddle of L] i the slab depth. When tie bars extend into an unpaved lane, they may be bent against the form at longitudinal construction joints, unless threaded bolt or other assembled tie bars are specified.These bars shall not be painted, greased, or enclosed in sleeves. When slip-form operations call for tie bars, two piece hook bolts can be installed in the female side of the keyed joint provided the installation is made without distorting the keyed dimensions or causing edge slump. If a bent tie bar installation is used, the tie bars shall be inserted through the keyway liner only on the female side of the joint. In no case shall a bent tie bar installation for male keyways be permitted. G. Dowel (Bars. Dowel bars or other load-transfer units of an approved type shall be placed across r•' Ifs? M1fk ?i1: 4'I' ;?. joints in the manner as shown on the plans. They shall be of the dimensions and spacings as shown and �y ,�t,•�� f4 ; held rigidly in the middle of the slab depth in the proper horizontal and vertical alignment by an approved ra: , y.._'• assembly device to be left permanently in place. The dowel-supporting unit shall be rigid enough to 57, permit complete assembly as a unit ready to be lifted and placed into position. The free end of the dowel bar for a length of at least 11 inches shall be coated with approved graphite grease tx; .: Dowels bars at longitudinal construction joints shall be bonded in drilled holes. The exposed end of the < dowel shall be coated with approved graphite grease*. The ra bite cease shall be a lied in a manner that will result in a thorou g g h covering of that section of 1 ,tr A s�FS ttt,. + the bar with a thin uniform coating. .'''" a '• Nil G. Installation of Joint Devices. All joint devices shall be approved by the Engineer. The top of an4,i 7 Qy assembled joint device shall be set at the proper distance below the pavement surface and the elevationw' %s? shall be checked. Such devices shall be set to the required position and line and shall be securely held in �y}t�,rrx rt. � place by stakes or other means to the maximum permissible tolerances during the placing and finishing of Ell ` TMthe concrete. Where remolded joint material is used, it shall be placed and held in a vertical position; if constructed in sections, there shall be no offsets between adjacent units. V . Dowel bars and assemblies shall be checked for position and alignment. The maximum permissible tolerances on dowel bar alignment shall be in accordance with paragraph 501-5.2E(6). During thex, 7 � k t is concrete placement operation, it. is advisable to place plastic concrete directly on dowel assemblies rfyt^+ rR4 irl� t�Sti Rev 511/01 "+� r:\9$Kt3iaW[%:%srecsuio•51 I i. K MO-501, Page 12 i tiJ 'L f `%f• t.• , 1 .if •.q'i!�".S y k h- �f,�b-F1, ;,.? v�v•fL,5�,r(rw:',:4,r,�s 1 u f.•r��a:1 r.�a��-..e a S�'d.0 31yt•fy.}i�r,'t�*it,,rW�..•,',i'^•31tL`.:•as,::':t*'=1 5'l�rt t;r i Yaf.>,',:.�t t;d f?•;r1,11f.�:,,:'c^,•,t.I,4,ti}:i}i�'r.t n'tF�1.l' a F� w;. .. r^ ». i w* tw,ur,,•.,f i aM -S r,• ys.`t:1t 1 .i's.ai;i',...,�,..vt l:,t''''.«.,�.�t}i.j i t',":•Y r w~J.r�,..'';;d,f.t�`�.j tj.!i.rv..S•},rr k•.�^i.l>q...r?�ai.y`i'.tij i l iy',1 r,Y�+,.}t zh,i<3{'i}y'•i�1 4 3..,'s�"v�ti.L�r.�l{l:•^.i�;;."ry,i',�.�,5 r,.K lr,i7 k,1,t`Y},�,'.I)a n:nnI':;I7yi• i ;-.-�,., r . — wP .;�•,',�»,k+q.�r'`�'s•r7`'>;ts'},q7;�:.',,'r'"��Sr}k's!j°}."?ry�44P.'M..A7''�G�is•Gvf��a F.`atyill1{�r k, . � �.S,.•;� r 'f�){0�'"`�i dr;":;:<r�+ `.. {y is+raj..?xjfi.,i 3I { ,t,'?•.yir,k r.,ar ..+,'. ! r. .17 i „11. ."r >, .,6 c'�2� :�y. � isr.-'„�k•�}='��r.V•�iw •{ i 'r.`' r� ` .},,s .r,;i•. 4,}f,,,.yi�.Pa"l• 13six` 'i.`.x+fa- g Syy,.lj,� 7'at�t r: .sa hY •/ .l'{ rt T,"lt +. , > r• ,( x r r 1f, ( r • • •:t�.7}�V !i'�i: { 7 {. 'i'i t N`i 1 F, i i � .t -ri.•,?1 .,,Y7a,i.i�,'i.,•::a°r/,° f .s r t t, i r.`, C r I ,f r 4.. .�r r,. �. s• .,�z,. i t. ?. 1 ,.. •t Ck .t Y< •r5• N •:'L .i:,.'j"1' �:' .� Cr��' .(,,.rk,i,!g4+.t ,Y�i ,2., l:r .l:'+ i , ' ti:.! „s !; ,: :. ii„vF1.ry.o'�L vr. rd• 0.r)vet �`•� •r�.,,ry�,,'.,�}?' .a, },�•, .S � ":<! ,','I } 2;. i .,:� � i f f 1. j' r .:7 , Y!i ,Y.,t.t,{,.rr�,,�,.;4n,'t•;3,y i}?.4`i 1. .3."t�C:?r >, '�• ):�• �I AL f 4. 'ry { s ,,,i. '�. t4 i f S 'Y ',t' .l boa s 3,.r r:it,''r,�1�l;Sl{j�.,•fu�b�y, €.�:�ql.v��t :ii . +ir `t.+ i.. •�t � i +!� s,,�yi � i� � r ,t"s.`t•r`�� fpt-. .+......,.,a„h n+....n.:.. •.. ....... 71 1{ t t immediately prior to passage of the paver to help maintain dowel position and alignment within ' maximum permissible tolerances. ! ' When concrete is placed using slip-form pavers, dowels and tie bars shall be placed in longitudinal construction joints by bonding the dowels or tie bars into holes drilled into the hardened concrete. Holes approximately f/8-inch to 1/4-inch greater in diameter than the dowel or tie bar shall be drilled with rotary-type core drills that must be held securely in place to drill perpendicularly into the vertical face of the pavement slab. Rotary-type percussion drills may be used provided that spalling of concrete does not r. occur. Any damage of the concrete shall be repaired by the Contractor in a method approved b the PP Y Engineer. Dowels or tie bars shall be bonded in the drilled holes using an epoxy resin material. ..At.:. j Installation procedures shall be adequate to insure that the area around dowels is completely filled witha, r.r epoxy grout. Epoxy shall be injected into the back of the hole and displaced by the insertion of the dowel 11 bar. Bars shall be completely inserted into the hole and shall not be withdrawn and reinserted creating air -� pockets in the epoxy around the bar. The Contractor shall furnish a template for checking the position and alignment of the dowels. Dowel bars shall not be less than 10 inches from a transverse joint and shall } yvJf, not interfere with dowels in the transverse direction. H. Sawing of Joints. Joints shall be cut as shown on the plans. Equipment shall be as described in paragraph 501-4.1. The circular cutter shall be capable of cutting a groove in a straight line and shall 3 is produce a slot at least 1/8 inch wide and to the depth shown on the plans.The top portion of the slot shall ' be widened by sawing to provide adequate space for joint sealers as shown on the plans. Sawing shall ^:4 `� commence as soon as the concrete has hardened sufficiently to permit cutting without chipping, spal mg, '7 or tearing and before uncontrolled shrinkage cracking of the pavement occurs. Sawing shall be carried on both during he day and night as required. The joints shall be sawed at the required spacing, g Y g q J �.t�,. Yi•�.;�.; ,:, consecutively in sequence of the concrete placement. Curing compound, if being used as the cure type, shall be reapplied in the initial sawcut and maintained for the remaining cure period. Curing compound shall not be applied,and used as the cure method, to an final concrete face that is to receive a sealant. `t�, .. .`. 501-4.11 FINAL STRIKE-OFF CONSOLIDA'T'ION AND FINISHING. A. Sequence. The sequence of operations shall be the strike-off, floating and removal of laitance, straightedging, and final surface finish. The addition of superficial water to the surface of the concrete to assist in finishing operations will not be permitted. B. Finishing at Joints. The concrete adjacent to joints shall be compacted or firmly laced without ':''.� '•�` �= voids or segregation against the Joint material; it shall be firmly placed without voids or segregation under and around all load-transfer devices, joint assembly units, and other features designed to extend g ,., ,., •u :f into the pavement. Concrete adjacent to joints shall be mechanically vibrate d as required in paragraph _,; i 501-4.8A. After the concrete has been placed and vibrated adjacent to the joints, the finishing machinep;;, shall be operated in a manner to avoid damage or misalignment of joints. If uninterrupted operations of the finishing machine, to, over, and beyond the joints, cause segregation of concrete, damage to, or a joints, the finishing machine shall be stopped when the screed is approximately 8 ;';r,'''``t J misalignment of th J g ' inches from the joint. Segregated concrete shall be removed from the front of and off the joint; and the {s• z,,if;: ,^ forward motion of the finishing machine shall be resumed. Thereafter, the finishing machine may be run }' to over the joint without lifting the screed, provided there is no segregated concrete immediately between the joint and the screed or on top of the joint. �'� G r C. Machine Finishing. The concrete shall be spread as soon as it is placed, and it shall be struck off ,r,,•} ;1':* and screeded by a finishing machine. The machine shall go over each area as many times and at such intervals as necessary to give to proper consolidation and to leave a surface of uniform texture. Excessive ery ti �ti :.; TAVA7ShVq�Csrecs 10.5oi.a„c MO-501, Page 13 RnvS��ro� � n, rr. ht s.1 '” t r dd ^nt= t53 in. }•s ;�f ,$e^rm�t Jf. : 4 F i'� !J1;.ti1:Rlvt�trrk�5;,�?y�+yqtr ltd h;t ;yJ� tr, i,�1}e.^t7•t, .�: :,ttr i .•.4-.^.i.'t. ,iijw•y.- .1! r }7' ',t74'-t.:+ tt�^r :ipNOirit +';:J` u�S�•r. ..,�.. ..t + .t t .t` rr .1 S .,t. i.r, „i 7t• ,r*}?,'�,, r .4�,,}�}lt'',� `��'r ,'� "rF '.ry?•�t..'�It+`.k' t 441 t,i� .7+. Js V l [. ,' at s 'i t r. .t r e .;r i%'hi�7;t:11,?r;.;� y>,t•y'. ,t{1t� 1�§ eY�, i:c �✓.'1'.;r,L ,I$l; �,,`Ip�..{, rt ..„n *;X.t+ .d r .s`' t. i !.'! l :kz'� ` v. 'yd tx�r!*X.T..+y� i fi„ ,4",�{ •.;u,�# e s `s.f,'r,'j.. '9a' .� F",5• } iy'?t�, :.t k��,ttl .�f' 4f '1 ` t' '� ; s,k 1 ' ( ; ,4YT.Y �S,,.t� } a.�, nn.{ Y } t`.6r, it; .t:.�ir.� r :l z 1 ,•n t 1,i -.,},e: / `'f'' .r{;. r.,/c,�rt�. �r}t!`,tf."j{�,� �'j�,. � :. ,} �„ .a .:e 3�� } rt 'tl 5:, l .i ti y ,tt�.,..;,•.1''.,A.:•,.•,.�••ty 1-,;.?' !..r ptr€ )6`.f��,.S, �r .. J r ,t •fit (1" �'•;�� '.1=itu. >''" f i`.r,. •+�r�lr� i rt'J'F, ,y ',,':�}..f .1 'Jt`+ :S„'.','1� '7 "i ' �J 7 rt It( I l �f 9,�°.J.�{.•r .M,:}.i,. �5. ,tau , 1,.`.�`I 1' ,'. ��l C' 't' . '�' �r .`I,” t. .t•s. (;,rl 1' k�,.';�., ,r1:�. .u;r. �1$'€fit;ti�' s 'p `�•fl,�if � '�s��. _. ...... ...... t i 31 F t 7 c ' !,. sF 'v 7 x k;r .fir st! r t lys§i'S j 4.>''i�t+t I:.''�t }jk t 's' :' i i.s .t t' .tc f t.j l to xF sti �_rj}{ft 1 yT�' r i 2JI]jt4�a#{ r r. 4 4'�` dal; tj^vr'1F>}�jy}e �VF��it i l . ,.. ' }.,i+] 21i 5 . t. ..........�.W tpyN,•Mt. ].{��✓� ;hi 4i I. {.1s1M1.hlFt.ri-nft,.h ,,Vr•. ,,. .!.{',�..):...-x r.,, i.. �4 ..!Y A`4,�t r.41`i.•trw r........... .... ,... ., ... .. ..... 4 < /.i�x t�h r( 9�tY � ...,•.«. !44?ifs'. ,]tj t t . f ' operation over a given area shall be avoided. When side forms are used, the tops of the forms shall be j kept clean by an effective device attached to the machine, and the travel of the machine on the forms .''; S shall be maintained true without lift, wobbling, or other variation tending to affect the precision finish. { ,a During the first pass of the finishing machine, a uniform ridge of concrete shall be maintained ahead of the front screed for its entire length. When in operation, the screed shall be moved forward with a combined longitudinal and transverse shearing motion, always moving in the direction in which the work - is progressing, and so manipulated that neither end is raised from the side forms during the striking-off process. If necessary, this shall be repeated until the surface is of uniform texture, true to grade and cross ' section, and free from porous areas. P D. Hand Finishing. Hand finishing methods will not be permitted, except under the following conditions: in the event of breakdown of the mechanical equipment, hand methods may be used to finish a,n, the concrete already deposited on the grade; in areas of narrow widths or of irregular dimensions where SIR operation of the mechanical equipment is impractical. Concrete,as soon as placed, shall be struck off and screeded. An approved portable screed shall be used. A second screed shall be provided for striking off E;',;slt, ;`T`;t`•.t '` the bottom layer of concrete when reinforcement is used. rs',•.; �j' L 2 The screed for the surface shall be a least 2 feet longer than the maximum width of the slab to be struck off. It shall be of approved design, sufficiently rigid to retain its shape, and shall be constructed either of metal or of other suitable material covered with metal. Consolidation shall be attained by the use of r! �xr.4•Is:s%;5 ',`';;;i; suitable vibrators. !7 ti :]NMat 4 .•,�s. E. Floating. After the concrete has been struck off and consolidated, it shall be further smoothed and trued by means of a longitudinal float using one of the following methods: ' ,Y A!' (1) Hand Method. Long-handled floats shall not be less than 12 feet in length and 6 inches in ?r!;Y9y ��Ft;,f?' width, stiffened to prevent flexibility and warping. The float shall be operated from footbridges spanning vt�iS �;' but not touching the concrete or from the edge of the pavement. Floating shall pass gradually from one `4;,r}�' side of the pavement to the other. Forward movement along the centerline of the pavement shall be in successive advances of not more than one-half the length of the float. Any excess water or laitance in ,lr, tt,. excess of 1/8-inch thick shall be removed and wasted. " (2) Mechanical Method. The Contractor may use a machine composed of a cuttin and smoothing float (s), suspended from and guided by a rigid frame and constantly in contact with, the side , necessary, g g length F,' u,; ''4�� '�• forms or underlying surface. If necessa long-handled floats having blades not less than 5 feet in len h and 6 inches in width may be used to smooth and fill in open-textured areas in the pavement. When the y';;4 crown of the pavement will not permit the use of the mechanical float, the surface shall be floated transversely by means of a long-handled float. Care shall be taken not to work the crown out of the hill �,�1r'` . pavement during the operation. After floating, any excess water and laitance in excess of 1/8-inch thicker ,f• shall be removed and wasted. Successive drags shall be lapped one-half the length of the blade. ; `` Ft1,ar'.-�{. t g PP g F. Straightedge Testing and Surface Correction. After the pavement has been struck of and while the concrete is still plastic, it shall be tested for trueness with a Contractor furnished 16-foot straightedge rk, , swung from handles 3 feet longer than one-half the width of the slab. The straightedge shall be held in ,lt contact with the surface in successive positions parallel to the centerline and the whole area gone over .a. from one side of the slab to the other, as necessary. Advancing shall be in successive stages of not more than one-half the length of the straightedge. An excess water and laitance in excess of 1/8-inch thick g Y shall be removed from the surface of the pavement and wasted. Any depressions shall be immediately "�,4t4 rl filled with freshly mixed concrete, struck off, consolidated, and refinished. High areas shall be cut down and refinished. Special attention shall be given to assure that the surface across joints meets the t,. : 1 t rx< T:%99051fWpcksrecsu]10.301.atw MO-501, Page, 14 Rev 511101 rY. VV 4' b Ai, "r r��t f!••t•Tq^1"T' x,w,nws.�arrtNV?fFh�At4lxcphm'4aW+M�C1'Yrt±+MMU]o"o" ••• -�,»•n �, w.r.�wm t �q .y, �i. }°A1'i 1 r,� ( l�.j .. � t� i �' °,�f5' 1 .li ' S }r t t f,..�.•{ r t. �,� ''� Y.iA�tsl.^tAk'rl�,t.�V''i'�.. il,}, �1,=�. .: tS }! < s rs y r; l.f .i; z ${ Uru. xk 1.L R y„�y1,F .f . A � 7 sx 'l sFi � tt i] t�..., }' t� �' S. F.'1 Yrr��r`' ��l Y � ,ty r.t; t' s { !} r�.'iA t�tr,-t!.� i7J f �7i�i'� IL ..i f f'•S ill.r�k r )5 :` ) } ' t�, 1 " !1 ! .r ,' i aft t .t rtz}4 b}•�!ya . Ni t? •"t 7t�i J;t + i .. tt! 1i >,f'k;f 4 {r){j >•ltil"C' x`46 3 S .. '.' .tv SrlS 4'•, t t4r`�p"C•}�R tr,' tt. ., :_.•. . . ' ' . '. > ,.. '. ', .: �,; s ac � f V.� (i�tl ,y�' ,i;"vrait,.rmdr«Watt'wM'vHirNSVr.,+'nla:.•.wn.rlw.o.+.,.rn.'»"t'r..*rxa+bu''.t+{r*✓m:h..�..,...,.,.. ........ .. :...... ,.:. , ..:�....... ,.....,..,.,.tom„M.+1.,•sa.':r.,n wser.xrr-rvn,�r>wi'et,.rss.-wv,h'�'irn^tt;.uw...'u...w.;...�.w...n.:.r.,»:;..�C'.a,d. iM iz, �tn�. e a`' smoothness requirements of paragraph 501-5.2E(3). Straightedge testing and surface corrections shall `'r continue until the entire surface is found to be free from observable departures from the straightedge and f ; until the slab conforms to the required grade and cross section. The use of long-handled wood floats shall , be confined to a minimum; they may be used only in emergencies and in areas not accessible to finishing equipment. i 501-4.12 SURFACE TEXTURE. The surface of the pavement shall be finished with either a broom, burlap drag, or artificial turf finish for all newly constructed concrete pavements. It is important that the P P + ;-1 texturing equipment not tear or unduly roughen the pavement surface during the operation. Any imperfections resulting from the texturing operation shall be corrected. A. Brush or Broom Finish. If the pavement surface texture is to be a type of brush or broom finish, practically PP equipment P it shall be applied when the water sheen has racticall disappeared. The a ui ment shall operate 1', utctl,h}.u� transversely across the pavement surface, providing corrugations that are uniform in appearance and ,r�r ',; ;�i •:•:. > t ra 71 appro ximately 1/16 of an inch in depth. It is important that the texturing equipment not tear or unduly s roughen the pavement surface during the operation. Any imperfections resulting from the texturing operation shall be corrected. B. Burlap Drag Finish. If a burlap drag is used to texture the pavement surface, it shall be at least ,..rr •' 15 ounces per square yard. To obtain a textured surface, the transverse threads of the burlap shall be removed approximately 1 foot from the trailing edge. A heavy buildup of grout on the burlap threads produces the desired wide sweeping longitudinal striations on the pavement surface. The corrugations shall be uniform in appearance and approximately 1/16 of an inch in depth. i C. Artificial Turf Finish. If artificial turf is used to texture the surface, it shall be applied by Iry a 1 dragging the surface of the pavement in the direction of concrete placement with an approved full-width drag made with artificial turf. The leading transverse edge of the artificial turf drag will be securely MAT fastened to a lightweight pole on a traveling bridge. At least 2 feet of the artificial turf shall be in contact with the concrete surface during dragging operations. A variety of different types of artificial turf are available and approval of any one type will be done only after it has been demonstrated by the Contractor to provide a satisfactory texture. One type that has provided satisfactory texture consists of 7,200 ;x approximately 0.85-inches-lon g polyethylene turf blades per square foot. The corrugations shall be m in appearance and approximately 1/16 of an inch in depth, ,rr.,.`�”•�, 501-4.13 CURING. Immediately after finishing operations are completed and marring of the concrete {'K,i, , "r'' will not occur, the entire surface of the newly placed concrete shall be cured for a period not less than 7 `;7.`f� 4 ',;:.:-' =;•; days in accordance with one of the methods below. Failure to provide sufficient cover material of whatever kind the Contractor may elect to use, or lack of water to adequately take care of both curing and other requirements, shall be cause for immediate suspension of concreting operations. The concrete shall not be left exposed for more than 1/2 hour during the curing period. When a two-sawcut method is used to construct the contraction joint, the curing compound shall be applied to the sawcut immediately after the initial cut has been made. The sealant reservoir shall not be +=}s+ .5 sawed until after the curing period has been completed. When the one cut method is used to construct the .,, contraction joint, the joint shall be cured with wet rope, wet rags, or wet blankets. The rags, ropes, or blankets shall be kept moist for the duration of the curing period. t t P g P 'I.:sS,F;t;l fly �•�;, i..;: Y: A. Impervious Membrane Method. The entire surface of the pavement shall be sprayed uniforml Y with white pigmented curing compound immediately after the finishing of the surface and before the set 'I+„,�.t'f'r•':;��z`��'r(tK k.•t�',,k�r�^l.vM ai.,tt•%,fi�:r::.�,,i,t r i,.'rti:}}�'1,'�;,ru s'`4x*'1,.,r.?>�,d'k�{,�,,NtU,,.t.1.o'!f l:t..hE e cotinc.r.a•':e r t:e P,.'t h,a'..s. takezn' place. The cu.,wrwirnn.'g r1 rYlcpaort!Mmpw.eoriPu.m nd shall t.not be frapplied'S during rainfall, CI i su{x+'t.•r n i1^n.. g 101411 T.%vvus+\wpc\srecsv.O.so+.a,>r Rev 5/I/01 MO-501, Page I S ' >� ,`i•n.i,°:.*''�'7•;:I,j✓r'�':,�yr5S�,3y,s:i,i�rtax�5 N1yX,'•3'S'ms'E 1y",i.iC3:f" '..r" ' { �3.� 4•� +,.• y. ,V,.1'�Y 1 Af"t,S 7..,�,s .t 1 ,t n• ?' � 3 rt r t J ��' F n i,Ci 5,`.tf \*�C. ' i't t K � 1'f y 5 �.,�N}Sr ,, �r't r a?.,� { y f. .i s i t rj ! �'' c ��F ,6� ],• .w,l�3.9 y�• I� •i,i'< ,z}: ..Z ,r'a•+:�wCi�„tk •.t,l,,r , t• 1.",., ::'t {, A {.'..:� �' .1 .,"tt,!i i! :�+t','+�I•+lf' r,,✓✓�� ,�,',. A'l tt�"'+„s;t,,�{,?, ..xe.,c'. .T,., ,�, C. i'.i�ri v, , ?• 7 f .,t .r ,.Uee ,�,•3ijL+..i'flI;kl'S•t� �`'lk�; •?7'�c.11,i tStyr�^•.•rye y,y,_`;.'.,t i. rt'(.. ,� :{'. , ;i • i ?t ''r t � t:! i. rC � ':r �'';r{ il•re q,F'�t��i�,t�.�'j�:.f�x� '?�9}.�•y LI` ..1,. ,•. �, r �; ,jtz '.r ';} ''r h ,,:n,r,fx4,=.�r,ys..; .t,:t,.;,.e,•:t,..,t'3'+• Tx� rr.,,,, ${��z•..�". . ?tr•�}��,;�;,v.•,.+}•,. ,{ f' �dt � j }. ' ..7. rt`1i;)`;,:2i1ii>,''. :,rK'u;.,,A,: ,v,x:r,+n..�r.,l.,p`.5 S�cu � �' 1 i, z ;�t i� -• r 1 ft, x •! 1 1,'..1/s) .��t'� (rkF�I'{�"�yl�y�!`,LCrK:V q!,'ti+1 �>t}�.r'S.!`...7{t ?r t K f I r .d .C. i t s t•! P r I':C',,i.,<?"r �J`�et �t jj+p�v;,S��u�.•e. t Yt'r.: + 'r raj,t,.,, ✓�' S'i {ruWjr(y#j . t� . i yk 4U ei�,i i 'Y,_ t''S'z} 1 i a ., t a It' 4.,iji te .s+`I'''t r.0.a1C'c.k3t:y:S?!ih •i, � l t :i,.til 1•.L�•Jr �f 1, .K it15{�� '•"6 h�•�� l+a i'ii=h , , .{ w.w�'YJ+�'.nLwLwi+i..s.........._: ' .1 '. f•ft r•JC.rvrm,a..,..•.. . ..;,,. ._.. w.........."..,r._a.. ,w.w i' � jar �;d,}t'''i�•' jcompound shall be applied by mechanical sprayers under pressure at the rate of 1 gallon to not more than `i �,', 150 square feet. The spraying equipment shall be of the fully atomizing type equipped with a tank agitator, At the time of use, the compound shall be in a thoroughly mixed condition with the pigment uniformly dispersed throughout the vehicle. During application the compound shall be stirred :; �•`;�,.:','y::«. continuously by mechanical means. Hand spraying of odd widths or shapes and concrete surfaces t,r exposed by the removal of forms will be permitted. The curing compound shall be of such character that the film will harden within 30 minutes after application. Should the film become damaged from any L101" 11 cause, including sawing operations, within the required curing period, the damaged portions shall"be repaired immediately with additional compound or other approved means. Upon removal of side forms, p—s wl..•..,.N;�.4,��.�r, { the sides of the exposed slabs shall be protected immediately to provide a curing treatment equal to that provided for the surface. B. Polyethylene Films. The top surface and sides of the pavement shall be entirely covered with �•�>t> a•%;;'}. polyethylene sheeting. The units shall be lapped at least 18 inches. The sheetin g shall be laced and P " weighted to cause it to remain in contact with the surface and sides. The sheeting shall have dimensions { that will-extend at least twice the thickness of the pavement beyond the edges of the pavement. Unless .+`£ •.'%k''::<•'' 46.'.Y f+�21�',Cir�ta':htt,'tl-f. ,i• otherwise specified, the sheeting shall be maintained in lace for 7 days after the concrete•.has been P g P Y placed. til C. Waterproof Paper. The top surface and sides of the pavement shall be entirely covered with ;,,•„�t; :.i waterproofed paper.The units shall be lapped at least 18 inches. The paper sliall be placed and weighted to cause it to remain in contact with the surface covered. The paper shall have dimensions that will ,! extend at least twice the thickness of the pavement beyond the edges of the slab. The surface of the Pavement shall be thoroughly saturated prior to placing of the paper. Unless otherwise specified, the rx,i3sajlk{Tf �`Y �'ffi.it inn ,�,��:•cr>1`� paper shall be maintained in place for 7 days after the concrete has been placed. D. White Burlap-Polyethylene Sheets. The surface of the pavement shall be entirely covered with ; t,,?. exit•' the sheeting. The sheeting used shall be such length (or width) that it will extend at least twice thef°; thickness of the pavement beyond the edges of the slab. The sheeting shall be placed so that the entire ttLr; <r surface and both edges of the slab are completely covered. The sheeting shall be placed and weighted to Y ”?y: + remain in contact with the surface covered, and the covering shall be maintained fully saturated and in ,-, t;t`• p{;�;,;: position for 7 days after the concrete has been placed. 1 ;J E. Curing in Cold Weather. The concrete shall be maintained at a temperature of at least 50 degrees F for a period of 72 hours after placing and at a temperature above freezing for the remainder of s'1 .. yr ;t(:,;t•;:, the curing time. The Contractor shall be responsible for the quality and strength of the concrete placed 'M during old weather, and an concrete injured b frost action shall be removed and replaced at the ;r:''; g Y j Y P i3lCtdr ,, Contractors expense. F. Water Method. The entire area shall be covered with burlap or other water absorbing material. The material shall be of sufficient thickness to retain water for adequate curing without excessive runoff. i; the ;?' l •tr �i>`rw;:!rr„ The material shall be kept wet at all times and maintained for 7 days, When the forms are stripped, f`,¢,. ,¢hr�er;,•..;, vertical walls shall also be kept moist. It shall be the responsibility of the contractor to prevent ponding » a fir `F of the curing water on the subbase. 501-4.14 REMOVING FORMS. Unless otherwise specified, forms shall not be removed from freshly P Y placed concrete until it has hardened sufficiently to permit removal without chipping, spalling, or tearing. ( After the forms have been removed, the sides of the slab shall be cured as outlined in one of the methods ,.. w' i ' ' ¢,h indicated in paragraph 501-4.13. Major honeycombed areas shall be considered as defective work and shall be removed and replaced in accordance with paragraph 501-5.2F. .''.' r';• ;� ; p�,i_;>J, r T-k"1S11wjv\SPF.CS�MO•501Ac Rev S/1/01 MO-501, Page 16 �� :,;t�..iY,_;+.1Y,�. 4.:a .-^-e•-.a„�,r.p. anw+w+ap.T/H�te70.1Pd+NYlhs+fiMrt4!' w'mr""'n,,.,-e��w,,...-vwrn...v!NFK�i!.i�tl�lWto+IS},'> /' „r.. :i.r.:.'°•n"'t 1,• �; ,,: 7?�'e.17. , x .,y>..t,i' ,i: ',, 1 ir. r ' 'e ?'� .t, t t, .�• ,i„y. , j ,, 't., S:,h . J}}.:�' 14. ) •^l`S'+ 'i 'rt^{ y. tS p^ ia'S. ¢ Y5•' t�`:�a,rkyT,., d. .t t i'}•�;,a'ri i' t } , '.1. t .} ' ,t y+' t s'�k„1.1. 't .{ Cfti:�a,�. t t” ¢>+:}{ ,y5'r,'• :a / .J . 'r{� •,�>' si 1't'"r:. ?. t !; .:i ,r !'? t '.1, Cr: r ",i:3.r �,�s.Y3r "�,�•t"-+•�! '�, '.�'r n'?" �, 5F2��)�..�. y �{ gt.,ku .3;.;:,r s '•t t ,, r1 ,:; 'V r Si `'�✓ j>7:+,d:•1.`�,.'^qtr >'.i' .,,�+,y l',},ry+{` ,4j} , 7'� +��%. �' 1 r.!y�'y��i1k't2F•;.•!,''!:Si„idi i's!. + II e. .t "f. R r +.�,; !, 1, .1 y. }.�• d:.r ya 'Af,., �. t•.u.� �. �f a� F :4,r �t5 r �..',(¢,. ..��. •.'ift '�i fij„•x tlw t,rt�s,'U.}u i.t,r .1 1 ; iti;. t.. .'S e ,. ,,�{. , (j � //r •)k),:�:^i f .4 t:•t:, y;T,,, �t' r.t ;•� i��1.•i;/'�.f.,Ifr+,i�r'V tt :!. 'IS t i.p }. 1 � 7 � .r t,�'/ ,tn�.I�_,t 'lt. J1i i�� F2 i!" ��.JM)ki��:�.✓ir.�`".�.•''." J i A[ { q/ti{,+!;,"ai$yj,�5.,!}{t.. ! ➢ 'rr y,:v ,. r < t , ''» i t .1 1 F t,' f i t `t;'rr, d�ta,"@,' t �a'k4,l,' ., y •.0 {,a , .t. t i i t ¢ , ,. :! t 4 � 'irFt; .y �x�tiL I� jr�'n,.�1`r a.i*;.,p) 4r i• bCc'w.l., 'i 4•,k�( 1 rte. .1 wr ,1 s i .� .1. f l�"•:s';:t r '2 ,F � fi r r IJ.iirir #a .... 1y ., l � � .. { J J.' t '•r .rr7„ b l tpf.r �.j � ,:r r L ei .I ' ! r :t� '!. .t 7 :,P�'�;5� S• }g't}le 4 � ; ,A1 srf. ,•:Y ,�.,kt�yt,R•i;'1,ro t; .Y v .{' � �. ,,..>i 7'i1" `' t� � �,, '.�'s ,i.i .r7 1C it�'•<�x i�• �tib a 7i�f t ?tl tx-It*�+1, rF"si s�r,Y,i `.'f. .F'. '{� . ,i ,' i f, ;lr�a tSC rlry ih.'�~ {7'�(3�,ri'S:i.i>w} ::•i3.'g.{..?} ¢t1 7 �7,itt� , r �. t r .f..>rt, rytirw ( {;�i,' �. �.} t Z�fs..,,t 't,i t ... •�� .."^s ifCyl�ril.,krV,tV11 ai .sS.y SSt. tYQ,�t1tq4' :.,per. fi�ieq �,, �}i , j Ft�t r.3a:MF.Mliedrt.rtr•M'.iwitw.Axr.,w•..rr...+..J.+-+a+.r•..r,w.a•.wxxn J,+hra/^t,M.NI•+,✓1Mh.PT uy.nur ,rt,rq,r......!.. 1,-,.'.Md�...1.,t,j ri..aKf.iu».nutx, ,.,.n,v..•u v�..rn v,....... .. ._... 't.4S y� 3h. lf/r ! .�A•:4.:w/w..:na.,).rw44m°m1.+ttrnn•wwrs.wvY..r...ri.tau'a)�v M1 }^ xf� . d xl ff a;.r6 sat'; i 501-4.15 SEALING JOINTS. All sawed contraction and construction joints and sawed or formed " expansion joints shall be sealed with joint scaling material before the pavement is opened to any traffic, including construction traffic. The pavement temperature shall be above 50° F at the time of installation, Immediately before sealing, the joints shall be thoroughly cleaned of all laitance, curing compound, and other foreign material. Cleaning shall be accomplished by sandblasting, wire brushing, or high pressure y i=_j water blast. Upon completion of cleaning, the joints shall be blown out with compressed air. The joint y µ faces shall be surface dry when the seal is applied. Joints shall be inspected for proper width, depth, alignment, and preparation, and shall be a pproved by : the engineer before scaling is allowed. The sealing material shall be heated to the pouring temperature �=p`��`'3�1`ti'�i°,' • i '`,d recommended by the manufacturer. Any material which has been heated above the maximum safe i LJ heating temperature will be rejected. An approved double boiler-type-heating kettle equipped with a mechanical agitator and a satisfactory temperature-indicating device will be required. The equipment shall be capable of heating the joint sealing material uniformly without damage. A direct connecting pressure type-extruding device with nozzles shaped for insertion into the joint shall be provided. The sealing material shall be installed in such a way as to fill the joint opening uniformly from the-bottom to 7; 1 approximately 1/8 from the top. A backing material shall be placed as shown on the plans and shall be ::t' i nonadhesive to the concrete or the sealant material. Any excess material shall be removed from the ?r .� pavement surface. 501-4.16 PROTECTION OF PAVEMENT. The Contractor shall protect the pavement and its :4 appurtenances against both public traffic and traffic caused by the Contractor's employees and agents. This shall include workers to direct traffic and the erection and maintenance of warning signs, lights, pavement bridges, crossovers, and protection of unsealed joints from intrusion of foreign material, etc. Any damage to the pavement occurring prior to final acceptance shall be repaired or the pavement It replaced at the Contractor's expense. The Contractor shall have available at all times, materials for the protection of the edges and surface of the unhardened concrete. Such protective materials shall consist of rolled polyethylene sheeting at least 4 mils thick of sufficient length and width to cover the plastic . concrete slab and any edges. The sheeting may be mounted on either the paver or a separate movable k �.; .t'r'•,'; bride from which it can be unrolled without dragging over the plastic concrete surface. When rain `,•„: J appears imminent, all paving operations shall stop and all available personnel shall begin covering the {;;.;.j,;�r�,�;',:'•.�: r ) f surface of the unhardened concrete with the protective covering. 501-4,17 OPENING TO TRAFFIC. The pavement shall not be opened to traffic until test specimens r:.- '�r;�.•�,�`._,.:;, molded and cured in accordance with ASTM C 31 have attained a compressive strength of 3,500 pounds per square inch when tested in accordance with ASTM C 39. If such tests are not conducted, the tFSf y1f��Q l31�,sl. ..: pavement shall not be opened to traffic until 14 days after the concrete was placed. Prior to opening the �� a a, 'IMi; � pavement to construction traffic, all joints shall either be sealed or protected from damage to the joint (�it` ' ``' i edge and intrusion of foreign materials into the joint. As a minimum, backer rod or tape may be used to !' protect the joints from foreign matter intrusion. The pavement shall be cleaned before opening forrk�� iss normal operations. �, fit''��•.ir). k{' 501-4.18 REPAIR REMOVAL REPLACEMENT OF SLABS. A. General. New pavement slabs that are broken or contain cracks shall be removed and ��,n ;tp;"• replaced or repaired, as specified hereinafter at no cost to the owner. Spalls along joints shall be repaired '�tM1 -:•A „�+ as specified. Removal of partial slabs is not permitted. Removal and replacement shall be full depth, shall be full width of the slab, and the limit of removal shall be normal to the paving lane and to each 'QA �,} ^'f~' original transverse joint. The engineer will determine whether cracks extend full depth of the pavement ' + Tt\9'X)S1\wrclSPECS"io•5111.d,w 7 MO-501, Page 17 Rev 511101 5: l7 4'fi �} .`,§t' •.c'"x r i l {"D. }.bd;y,'�.Me,J.�pt't l `."'�n,'•;}}4",}}�•�irtti�;'c,:'x r E.5fi.�y.„t�.�i�.1'{iµi Y u�+'+�.f.i:,1�<i,'+..aj,itN`,,.i i.+:.p{5xp��,.��1t.7 e'{{.•,>k��'t�it':�'1.`..i t,•.:'Y'Tt:..�'r`�..'�i 1`i,'.,t(,#1 t'S t'+.i:',Y i,,:9�+Ti2i t;'f:xr ftrr.,s,+s",a,s,�'}`r".,;,�y}It:'t-.,15�,1,ri t,:r Si.I.r r'',5 e��.,''r�t.:}�7�)7.t�.i�`S1 F.".`.7a rt t..,Z I!'.t ftKfr,,.,z.:t;•.ttry di.,:'.h.rrs!.:`"t,.'.,.•n,.._'S��i{'. n..�r'ts•t+��,.�a''�A i!s k.•'{<vt,i, '.,sr r C i i d•a•.fJ G.s`.'!C.:sl't�,r,•..:.r!! t s!.'.f.v,5-'.t •tt r'ti' ia.1t>.nl•.„:t,,`'.'i1 �s i g°Ir {�i.I"+.w+.t rs v rVwVt�rttx`•,n mr rw..».�.,..s-:!s.•r t s t'.F+,)t'r`�-t 1}y I),l,i..sa':.i,4�.t.0 r.,c t 4.y t,f T i}1}a:"r.r,.t a"''3,„*:i•'.`....'t1 F s.r fl..t.�k.4r 1�'r 1^.1.'t I v'E4 1 2 fs<.y t t!t..-,'��.'..s:k,',a1;:r.l r qq;..t.v'..,e sTt'{.�r..vt>.t?f t�t{p,.rt`i}`ti„s(;iI;:i�+s:.•.'.^.l�r,:4.L.3 T,1:�,*�'r.},.'.t`s t�}ai,i s..n(f,l.iy.frr<.}r.-4�t•Y'tt'k.;'r.1.,i`,y',;S„,,t.s J:;r•.'1 3 t!ti!��i.t.n..�,e T<t.�+�.t<.rs>+”S,t.t((,t''f.?i�3�`itr.I1,�aS�.:g'jI.f;,J'st�".�I`t.•';,'',tJ1 f1 4".'}}c a,�a"�KJe� .;a•...fJ.1i t„i.'J�S�tt',h"!it,`',1}iR,M,°..0 tGt itysf,:{.t.: %. y7 k ,i. .}�, Y• t.} 1+Yr 'rt;rY }raJ i}� r ti, .!7pyr.tS1{;:.z.. +{+ J�. •.(!'j 4”,1 i'a{. f•1fi ` �r %> a{`� �; 't,,�.r�`�';r!,.r•;1'ini lS f,.>:'��j"�'.'�,E:�+tit � �°,� IL r. i• 4rix"r,6'y}I,l.i fy,• c tt r1 , eft c7 9 trY tl ` i° , �j�`Fik� �� >3p .i,;i.•, s } t' ; .r .......,..,., »......,. ,. .......... ,,,,.......-.,.,,r.„d..,.,y,.,... ..t,. v.,.�. ;'"t't..:t...5.i...=Mt^.t.y,w.......«.......,.._....... »..... ., .i..S.S',..`+.wk �hi�'tii` U ` eta .+ 'Nt,• and may require cores to be drilled on the crack to determine depth of cracking. Such cores shall be 4- ., inch diameter, shall be drilled by the Contractor and shall be filled by the Contractor with a well 4 z } consolidated concrete mixture bonded to the walls of the hole with epoxy resin, using approved " procedures. Drilling of cores and refilling holes shall be at no expense to the owner. All epoxy resin used MM in this work shall conform to ASTM C 881,Type V. B. Slabs With Cracks through Interior Areas. Interior area is defined as that area more than :ta 6 inches from either adjacent original transverse joint. Slabs with any cracks that extend into the interiort;,;,, ,rtF.f;th area, regardless of direction, shall be treated by one of the following procedures, subject to the approvalt 'R',{ - of the Engineer. ,,,,• r,i•i#is:r „ .;}Vr<'t, (1) Cracks That Do Not Extend Full Depth of Slab. These cracks, and similar crack -'p�„r�,,•...,;:;'; within the areas 6 inches each side of transverse joints, shall be cleaned and then pressure injected with ,� • sr.d. ?"',r�C�:;:•.'>< epoxy.rvsin,Type IV Grade 1 using procedures as approved. Care shall be taken to assure that the crack s 'rl, rjt,;a is not widened during epoxy resin injection. All epoxy resin injection shall take place in the presence of '•l i the Engineer. `Hi rt • 5 -+: (2) Cracks That Extend Full Depth of Slab. Where there is any full depth crack at any place within the interior area, the full slab shall be removed and replaced at no cost to the owner. � C. Cracks Close 7 o and Parallel To Transverse Joints. All cracks essentially parallel to original transverse joints, extending full depth of the slab, and lying wholly within 6 inches either side of the joint shall be treated as specified hereinafter. Any crack extending more than 6 inches from the transverse joint shall be treated as specified above in subparagraph "Slabs With Cracks Through Interior. Area. Any cracks which do not extend full depth of the slab shall be treated as specified above in subparagraph "Cracks That Do Not Extend Full Depth. of Slab, and the original transverse joint ,_ { 1 °ta. •, a . constructed as originally designed. -;� 1 Full Depth Cracks Present Original Joint Not Opened. When the original untracked transverse joint has not opened, the crack shall be sawed and sealed, and the original �,4:':+ r { ;: transverse joint filled with epoxy resin as specified below. The crack shall be sawed with equipment r...4 ;ir3{;fix ib:dSt'' t. specially designed to follow random cracks. The reservoir for joint sealant in the crack shall be formed b sawing to a depth of 3/4 inch plus or minus 1/16 inch and to a width of 5/8 inch, plus or minus 1/8 i?{;j y g , , `4 :t (Y;4 inch. Any equipment or procedure which causes raveling or spalling along the crack shall be modified or replaced to prevent such raveling or spalling. The joint sealant shall be a liquid sealant as specified. ��} f;+F .,k�,,;.,�,�,•.,jA Installation of joint seal shall be as specified for sealing joints or as directed. If the joint sealant reservoir {;; ` %,'<..> •>+rte, ;�ti fit L,rSwt,- has been-sawed out, the reservoir and as much of the lower saw cut as possible shall be filled with epoxy -� ��,4a � �,: {.'r,. resin, Type IV, Grade 2, thoroughly tooled into the void using approved procedures. If only the original , ?, ; >< narrow saw cut has been made, it shall be cleaned and pressure injected with epoxy resin, Type IV, 1 i Xz�`� �xt' , Grade 1, using approved procedures. If filler type material has been used to form a weakened lane in the }; {, j oint, it shall be completely sawed out and the saw cut P ressure injected with epoxy resin,transverse ifv,,;a r `r -Yfi�- e ss paving lane IV, Grade 1, usin g approved P rocedures. Where a parallel crack goes P art way { and then intersects and follows the original transverse joint which is cracked only for the remained of the width, it shall be treated as specified above for a parallel crack, and the cracked original joint shall be prepared and sealed as originally designed. lry ?F: (2) Full Depth Cracks Present, Original Transverse Joint Also Cracked. At a 5 }t: . ;; transverse joint, if there is any place in the lane width where a parallel crack and a cracked portion of the ,»> original joint overlap, the entire slab containing the crack shall be removed and replaced for the full lane y ?" ,.• ,. , :,';; Star. . width and length. ' ' 4 �k ,il TA9903 i%wrc\srresmto.50{.aik MO-501, Page 18 Revs/1/01 �� .4p'Mt'!M�`Y�.i i. ..�..�v�.!.!t•.'�'n� ,t+w.�.rnaA R1M Y�V ,uOIMI I %'w.,w,•^.rM!-"^'.'^„ t .1{a S � FJ t� tl:+r`t11 j ,r 1 :5'. $rj,}"A`:;�t),Y:;!a,?{r t> pt'r, �5 f z, tt c ,. :s i,a.sa S1 �!'f�A�'3,5'/»'tbzi+,Tt:;:;�S�Fj,r L•,Y f� 1, `•� ,v1�{.45j'�fi'kt;:�,�l i~5,xi yt s tr 'td L..$ j, re,h < t r r t S f t re oi3i• Ntth� ! •�2•;,� t,}' .r S?.,Jri .S.t+ }-y'r t1 .,.y. l . ..it ry :it t 1,,, ,( tr :S °!Sy 5/l v,t. 51r YS}LS;y.,t}"t4� �{.U�j} � a}`. 'Cd �j:„itr.�•jpi i^;;5•p�t::Y':y':1: ;} '1,2' 11 Y e' '..4 �r .1.i5.. 'u' , t,( t. .,•t t i' f fr'.r i r t ` ,�.. s .tJ T iJt+^.yA xr�tr,l{5"r < 1S r•4s �7 :)a Ayi t t ` <r t: .i ,Y7 -x 7 ti,};•, p t� ; '.,4. ,�L..0 tw i't xji'. :t,• + x''�. i i i S7 t. - 1 .; >e" S` :l'i�{'yi rYr. v r '0xt,4 +rt, t't . , ar.• r ` r i L i.: tS ;�t ,'^t^ 't,�h.µtfkjs.�+ �+1itt33 rA} �.;r }st` d f`fP ^., t ,:Y•t jr tai (t!' f,. �¢�{i; ;�r it �'tyy ,i 7rt.°�S, 4 All { {�.t, 5�r. ,.2Stf f t .:i` h� z Y i ! \.. ;l i YYJA.c�st'``rk;i \•{rr,.a r=y.r'}� +#,: `ti i,�y•iiJ 1. SS t tf 1 i.� 5'.,' . .{,•��xt .5,;.`{ ftf1�*SYy Y�'Yr ��°.l ?'t�;�'q?#o 7 1;1�it y j ,. t J t',?7.' ►irfMMFf4!rAFPY.�..h'NY A'lrtklid.Wwa.aw;v .:n..z;M.+.r.a ....,. ............. ..... ...._...,r.,.,r•,,:ra,...a.i^` ,e�J:A.Yi nTe.M.. .e ...n..crnr.m+„. .w.,............._..... .......,,..w..,.z..,.,....:«...r+.,...e...,w.l.,....,,i._...a.,:x..l?9...au'�j i�'VA i'. f D. Removal and Replacement of Full Slabs. Where it is necessary to remove full slabs, unless ff` there are keys or dowels present, all edges of the slab shall be cut full depth with a concrete saw. All saw cuts shall be perpendicular to the slab surface. If keys, dowels, or tie bars are present along any edges, ” these edges shall be sawed full depth 24 inches from the edge if only keys are present, or just beyond the I`:•E`s` T;'.'; ` ' end of the dowels or tie bars if they are present. These joints shall then be carefully sawed on the joint line to within 1 inch of the depth of the dowel or key. The main slab shall be further divided by sawing 4~ �.�.r�S•^ is� a;' full depth, at appropriate locations, and each piece lifted out and removed. Suitable equipment shall be used to provide a truly vertical lift, and approved safe lifting devices used for attachment to the slabs, r°;.•;t4yv`` w'.,`` P Y PP g >t;xyus { } The narrow strips along keyed or doweled edges s}rall be carefully broken up and removed using light, ,,•;�t C;,. f: l �>�;'i1„f}do-,i�r• G r hand-held jackhammers, 30 pound or less, or other approved similar equipment. Care shall be taken to --1 prevent damage to the dowels, tie bars, or keys or to concrete to remain in place. The joint face below t keys or dowels shall be suitably trimmed so that there is not abrupt offset in any direction greater-than a' 1/2 inch and no gradual offset greater than 1 inch when tested in a horizontal direction with a 12 foot straightedge. No mechanical impact breakers, other than the above hand-held equipment shall be used for any removal of slabs. If underbreak between 1-1/2 and 4 inches deep occurs at any point along any edge, . the area shall be repaired as directed before replacing the removed slab. Procedures directed will be similar to those specified for surface spalls, modified as necessary. If underbreak over 4 inches deep l occurs, the entire slab containing the underbreak shall be removed and replaced. Where there are no yil,L; dowels,tie bars, or keys on an edge, or where they have been damaged, dowels of the size and spacing as specified for other joints in similar pavement shall be installed by epoxy grouting them into holes drilled into the existing concrete using procedures as specified. Original damaged dowels or tie bars shall be cut - off Flush with the joint face. Protruding portions of dowels shall be painted and lightly oiled. All 4 edges of the new slab shall thus contain dowels or original keys or original tie bars. Placement of concrete shall be as specified for original construction. Prior to placement of new concrete, the underlying material unless it is stabilized shall be recom acted and shaped as specified in the appropriate SECTION of "k+';��,',;•�,`,}� . , � - , ( ) • P P P these specifications. The surfaces of all four joint faces shall be cleaned of all loose material and contaminants and coated with a double application of membrane fornung curing compound as bond breaker. Care shall be taken to prevent any curing compound from contacting dowels or tie bars. The resulting joints around the new slab shall be prepared and sealed as specified for original construction, E. Repairing S ails Along Points. Where directed, spalls along joints of new slabs, and along parallel cracks used as replacement joints, shall be repaired by first making a vertical saw cut at least 1 f; inch outside the spalled area and to a depth of at least 2 inches. Saw cuts shall be straight lines forming rectangular areas. The concrete between the saw cut and the joint, or crack, shall be chipped out to remove all unsound concrete and at least 1/2 inch of visually sound concrete. The cavity thus formed R ;, = t'r shall be thoroughly cleaned with high-pressure water jets supplemented with compressed air to remove llar;;Wt7 ., all loose material. Immediately before filling the cavity, a prime coat of epoxy resin, Type III, Grade I, shall be applied to the dry cleaned surface of all sides and bottom of the cavity, except any joint face.The . ..^r,i' "�• a ?irP'.:,.,�:. prime coat shall be applied in a thin coating and scrubbed into the surface with astiff-bristle brush. Pooling of epoxy resin shall be avoided. The cavity shall be filled with low slump Portland cement concrete or mortar or with epoxy resin concrete or mortar. Concrete shall be used for larger spalls, generally those more than 1/2 cu. ft. in size, and mortar SHALL BE USED FOR THE SMALLER ONES. ' ' ;,; ANY SPA.LL LESS THAN 0.1 CU. FT. shall be repaired only with epoxy resin mortar or a Grade III epoxy resin. Portland cement concrete and mortar mixtures shall be proportioned as directed and shall be , t:•?�x. mixed, placed, consolidated, and cured as directed. Epoxy resin mortars shall be made with Type III, �, . Grade 1, epoxy resin usin g proportions ions and mixin g and P rocedures as recommended by the �►� p, �' 'tC$T1'tii�yl manufacturer and approved by the Engineer. The epoxy resin materials shall be placed in the cavity in "., A, layers not over 2 inches thick.The time interval between placement of additional layers shall be such that the temperature of the epoxy resin material does not exceed 140OF at any time during hardening. �t', TA990311wpOSPECSWO-5111.d.K Rev 5/1/01 p c• It MO-501 Page 19 , I °i. ....t..q... w.fi'- ,.,,. -.T_ ..-..-., }.xowwurts .+,w...+�.^.,^-^ t -,ttr= :.r` r .73" a-t• v ::c,a.:�:a�,.f..,.t,.9 7 ,.i a7`T,„t ° .-.t. ..^,�• 5.,t ',�S 1''!:. �°�r ., .....--�-.. i. r.a t e',:t , a /la. .:;, i .) y.:f �,f'Pt,�i ;� q''{�;'! =t ,�, . 7� x C i..'.q', �}„�.. i:: :,y �'t;• ! 5' .y '� .i ^ 'n. .i:^4.pt.:,,.a,�'4,:rr._„$.lr, �, i��.., '� 77 t7• y?.' 1 t. �. 2�.. 1', 1' 7.. 1 k, ,� , P ,14�.. jy�,�+'q,}•,y {{ ,.Ya'h,kt " r ,1'• S r, r`i t '.t r tl "r5 ,:!_"t t ,i,. , „G a< ,°; * ,{J, 4:,.yt. '-'� 'i?'•° 5:x°T.=,=' CH ? ,i� f /= r[,S�inh: 1 5 .,t. F 1 .k. � '1 �.. 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S '.r 7 t ,� v: � 5 r , rt' .y q.F t '4 ?5.' y t 3'..5,{'`:,'�'a.'�++;.,t�,�A!'k�' �,,�Y r,.'i{,•t ,:;. t 't5'•y t .t 1 ..r t r.• .G. 7 .�_ .1T �, }c f'F' ';M:, T r` S 's.^ •.;n`tY:J eT ,'y=: 1 �.l�t,i.,:t.4° ':fs' ! t ':� r .tf, ,i. f `i}'tJ'r .I:`}'.y! 1 •xll ii,r fit.4Yf � �i�'��r".;`{MS;I )jr�"r++'! aC� r. �` e `' t. tc t �. '{ 4t .5 `� {5• r�•t"`: �T•. �,;5#Y�4 , !� fl; ° •i 7 t? .yt ! .: J>.J'z,;: v. r.dt ...'� t�,.{yS'.�r>, "'Si�ri,,,i.' a?�i�ri .ri'�'` •5 `.r� , , Tit' :,4 n'j.r c ,o a„, R 7 1a,,at ` 4 U. L 141! + t7ti c . ti (1}t;{4.+,{S rat' ;{tr5� r } j.r ? sT} 4di`•y ; .{�{yy'yi 0Vtl{'r i . bra#G n)'h j1 t �✓� vim Yl trt ...,,1y'::1 {' PYY 1) 11 hT IS OI° '1 M hi+r•tth \i.i {.4«i, ,i1�1 t It 1iiK fpf tt•pR[e.�AT1Ikt�.hlKn+rwA ,.-.....,�.... ......� . .,..rn...-.r . ... ....... .:.......... .. .,....r..r .rl r....,. a .r „w.,.........."..a_. ....,...,.. v.......r..,."..u 1 L`�{Y Mechanical vibrators and hand tampers shall be used to consolidate the concrete or mortar. Any repair /^ material on the surrounding surfaces of the existing concrete shall be removed before it hardens. Where the spalled area abuts a joint, an insert or other bond-breaking medium shall be used to prevent bond at the joint face. A reservoir for the joint sealant shall be sawed to the dimensions required for other joints, l ` + or as required to be routed for cracks. The reservoir shall be thoroughly cleaned and sealed with the sealer specified for the joints. If any spall penetrates half the depth of the slab or more, the entire slab l; { shall be removed and replaced as previously specified. 501-4.19 EXISTING CONCRETE PAVEMENT REMOVAL,AND REPAIR �� tS �F'rj1 Y�t rr•: r All operations shall be carefully controlled to prevent damage to the concrete pavement and to the .� underlying material to remain in place. All saw cuts shall be made perpendicular to the slab surface. A. Removal of Existing Pavement Slab. When it is necessary to remove existing concrete pavement and leave adjacent concrete in place, the joint between the removal area and adjoining pavement to stay in plane, including dowels, tie bars or keys, shall first be cut full depth with a standard Y { diamond-type concrete saw,except at those locations shown on the plans indicating that the existing joint devices are to remain.At those locations shown on the plans indicating that the existing joint device is to remain, and if keys or dowels are present at this joint, the saw cut shall be made full depth 6 inches from the joint if only keys are present, or just beyond the end of dowels if dowels are present. The edge shall ' then be carefully sawed on the joint line to within 1 inch of the top of the dowel or key.Next a full depth �' -•rat;;;s::..., saw cut shall be made parallel to the joint at least 24 inches from the joint and at least 12 inches from the r end of any dowels.All pavement between this last saw cut and the joint line shall be carefully broken up and removed using hand-held jackhammers, 30 lb. or less, or the approved light-duty equipment which 1, will not cause stress to propagate across the joint saw cut and cause distress in the pavement which is to `-.,Eryr57� remain in place. Where dowels or keys are present, and are shown on the plans to remain, care shall bey+ jti, taken to produce an even, vertical joint face below the dowels or keys. If the Contractor is unable to produce such a joint face, or if underbreak or other distress occurs, the Contractor shall saw the dowels or keys flush with the joint. The Contractor shall then install new dowels, of the size and spacing used for '%{ >'i�l ti.. other similar joints by epoxy resin bonding them in holes drilled in the joint face as specified in paragraph "Placing dowels and Tie-bars. All this shall be at no additional cost to the Owner. Dowels of the size and spacing indicated shall be installed as shown on the drawings by epoxy resin bonding them },..`5 11 'Z, "v A�A'�1t'Z'''"$: in holes drilled in the joint face as specified in paragraph Placing Dowels and Tie Bars". The joint face shall be sawed or otherwise trimmed so that there is no abrupt offset in any direction greater than 1/2- J J inch and no gradual offset greater than 1 inch when tested in a horizontal direction with a 12 ft. straightedge. B. Edge Repair. The edge of existing concrete pavement against which new pavement abuts shall be protected from damage at all times. Areas which are damaged during construction shall be repaired at '"r "t not cost to the Owner; repair of previously existing damage areas will be considered a subsidiary part of ET concrete pavement construction. Spall Repair. Spalls shall be repaired where indicated and where directed. Repair ' materials and procedures shall be as previously specified in subparagraph "Repairing Spalls Along ( ? ; Joints." (2) Underbreak Repair. All underbreak shall be repaired. First, all delaminated and loose material shall be carefully removed. Next, the underlying material shall be recompacted, without addition 4 ' 1 of any new material. Finally, the void shall be completely filled with paving concrete, thoroughly consolidated. Care shall be taken to produce an even joint face from to to bottom. Prior to lacing P J P P � =,i T:�vxtsnW�c}srecnnso•sat.alK MO-501, Page 20 Rev 511101 a' ,.. ..., MT.I.�..I.r.=,,�,.., i *s puxM�fiNt c�+rl +nvca mrravumarrarwaar .»••..—. ri t t t t s y.. t r' •''f. r ',.r. .i r� f p4..f{1 t,"�fpa`jY11 .krLt ;Ik"it(t 'YF i �'F j�. r °,s �i f t rct•,t t.;:l�. t. rF 'M. �tl. a.I {l�Y'1i.1 �.t�yrT)� ') 'iA") f >It 4.� �i j4d t �.7' t t 't t .i ' 1 { `, � f1 .1 .{ t v' '1 �`�5t� t.°t`� �4 r�,M1t.{f2 t'S7t�1GN T•..t, •d Y � nT + rt, t,t fr tr. ,, „ r i•r t ' „ ..r {., 1 {t .�,.�n'4?Trs7i i.f'� QE't. . .7 .. •t, 'f? v t X, i t a yy,,,,jjrr,,y... ` r{@�. 4>7� �`INL. (fir ,.t d� �,'j, ..t �� f. .... « a3 tr.�;a�h .L#t.i C;�f.•.,r'-�y'.r:.r f:rtJ 41Mf r �1j'h.r 4� •i .� � ' r {f'l7:! frpf j,h.hhf't pt<t 4a}1i'))'?}A t. lviir •,.kr.�,k ;.,l =r f ; •(A }sf i�,h4 } 1 11 tglkir t.Sh(kr t r 114 : 1• +t it.st.,i,',• �.`�f `#ita,onpMrkiJlWi',c+�Nrrai{�t�'n.w,w�hun.,,.+,.,...«....,.,,....,,.....,.wn,»«...+,.:.....r..«.__._.._, ... .,. ............,. rv.•r.,.n(,w....—............. _.. .,_,_...... ,,..._...,.. >.....«....w,r ,r,r..+,'vn,w....Y+am.,(,�i..:.�v.Gtk.a.w.ay'r.c,.S.:.uk.w` f' ��' ?k`Iw� 1'. ' cs�•t; ji'� it,'� 'S concrete, the underlying material shall be thoroughly moistened. After placement, the exposed surface ! shall be heavily coated with curing compound. (3) Underlying Material. The underlying material adjacent to the edge of an under the ' existing pavement which is to remain in place shall be protected from damage or disturbance during removal operations and until placement of new concrete, and shall be shaped as shown on the drawings ' 't? Yy i or as directed. Sufficient material shall be kept in place outside the joint line to prevent disturbance or ' ' >"'' ' sloughing) of material under the pavement which is to remain in place. Any material under the portion of �.�yt ..: the concrete pavement to remain in place which is disturbed or loses its compaction shall be carefully k; }''' ?3a '`%''`, removed and replaced with concrete as specified in paragraph Underbreak Repair." The underlying lf, =�;��a(rir� "e material outside the joint line shall be thoroughly compacted and moist when new concrete is placed, r�., rr , MATERIAL ACCEPTANCE 501-5.1 ACCEPTANCE SAMPLING AND TESTING. All acceptance sampling and testing, with the d«r exception of coring for thickness determination, necessary to determine conformance with the requirements specified in this section will be performed by the Engineer. Concrete shall be accepted for strength and thickness on a lot basis. A lot shall consist of: A days production not to exceed 2,000 square yards.] t r.' ;,; . Testing organizations performing these tests shall meet the requirements of ASTM C 1077. The .,; ;�,t ; Contractor shall bear the cost of providing curing facilities for the strength specimens, per paragraph ,�;,. 9��",,•,, 501-5.1A 3 and coring and filling operations, per paragraph 501-5.IB 1 Xig A. Compressive Strength. ,5 f} .d r},y,ftQ ''' ` (1) Sampling. Each lot shall be divided into four equal sublots. One sample shall be taken ford+�;th'" each in accordance with random shall sampprocedures g procures contain d in ASTMD 3665. Thdetermined one the to shall be sampled in accordance with ASTM C 172. VIII AI (2) Testing. Two (2) specimens shall be made from each sample. Specimens shall be made in ¢` d accordance with ASTM C 31 and the compressive strength of each specimen shall be determined in ^'� '..•rk :'�' ` accordance with ASTM C 39. The compressive strength for each sublot shall be computed by averaging the results of the two test specimens representing the sublot. ti7Lt s ?4 (3) Curing. The Contractor shall provide adequate facilities for the initial curing of cylinders. During the 24' hours after molding, the temperature immediately adjacent to the specimens must be �sy' ;i tfi ,r' maintained in the range of 60 to 80 degrees F, and loss of moisture from the specimens must be ��rp „ =': prevented:The specimens may be stored in tightly constructed wooden boxes, damp sand pits, temporary '.” s+ :Y`'`"i '•i, ?a ; buildings at construction sites, under wet burlap in favorable weather or in heavyweight closed plastic bags, or use other suitable methods, provided the temperature and moisture loss requirements are met. •� `, r, •��tl7 r,�Z' �°��•h it (4) Acceptance. Acceptance of pavement for compressive strength will be determined by the Engineer in accordance with paragraph 501-5.2B. tar. <-d1 �'' B. Pavement Thickness. •��r �z�;rr'', '• '3'. :' l �Nan+• ''I, TAfM)51%w SI'ECSXMO MO-501 Page 21 R��sit roi ` ..ns '�-F t':!....l!A��•"ra,.•••'"�.'f"""''^","' r "'�4�sY•°;'^•`54 ,r"."i'; ''-_' ;t:.J'. +,—...s�...+.wtarvypaaxvt}�n./..,q.. '"it. s:. 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'7. 7'1�, .7,Mpp '•�,.:;,,. :�.,. .l ,; 'S,.•} i .6;a',t , {,A'�k�7trlS 3.,6,p .�'{` .�;e•I,��(( . .'a;, rl bi � ,J'F 'lft: ,i� ;>'yi•S s,,� l' 1, ., "x,.riF ly�.rr�pKf f ^4N'•,;` a .'4. t, r.� .,1�'t,. r.��t'•j 5i a. , ,� Y .ty'?•1� S }tilt\ ."iY°it;.;t,.:s14,,,,,L21�.•+:.7, r. .f, r .r: '. 4 i „2 t' .�'i .l y C jay i r l.`4t,r�k +`r+ r n fx,•t: +y{^• t f+X. , stir 4�jrv`urii• . s1.•+w x}�f *=It tF 4� > �,• .. .....r r t :£i+ .' ! +.1tJ �"S£" if5 f�' t fSf}:�{•�At 5 j v F F k,('t �...N�J„�.if�•l�i? }''s.'i 1 y' !f ±. .. . 1 ;++.3t.r3 sl��:��,Plf..,tr rt i'7��k�' "r•, .'1 ,1*1J' iA)tt,e!M sl.,tuY;t3;Lr, Xri'?u,,:."..;"'!14A�+Y.>Z1.1'fiMV4�R•a,N+4...•..�..,.... .,! •....-.».,..«.,.._.�w..... Sr...Lttifa'.tr'Msl ern,wta,�,�,.Y.�t.>;.��'1"�}c}%��.'.'� ".r,'y�'.rWe�f•,..a,r.,.....:a:.x...a...�:�ti.. .�....,.�: ,''... .-.»..,..,,.».,w•,n„r.trr kits sty' t F. .” ; RV0, J f z1 +4 (1) Y Sampling. Each lot shall be divided into four equal sublots and one core shall be taken b the 9 Contractor for each sublot. Sampling locations shall be determined by the Engineer in accordance with random sampling procedures contained in ASTM D 3665. Areas, such as thickened edges, with planned variable thickness, shall be excluded from sample locations. �� •$:f{}`;` r t '�3�'fi�'�•i�wl�'t+t�;''N Cores shall be neatly cut with a core drill. The Contractor shall furnish all tools, labor, and materials forY� 'tYf �rt&s;'a: cutting samples and filling the cored hole. Cote holes shall be filled b the Contractor with a non-shrink g P g y grout approved by the Engineer within one day after sampling. Sji�! � f : (2) Testing. The thickness of the cores shall be determined by the Engineer by the average caliper ,u, ;• � :,:N:.� measurement in accordance with ASTM C 174. �*�''`' (3) Acceptance. Acceptance of pavement for thickness shall be determined by the Engineer in accordance with paragraph 501-5.2C. { rtr tf 4r F C. %Partial Lots. When operational conditions cause a lot to be terminated before the'-specified VY1 a.., number of tests have been made for the lot, or when the Contractor and Engineer agree in writing to i Z allow overages or minor placements to be considered as partial lots, the followin g P rocedure will be used � tr,�t,:,;:F.�t�'. ':•.� to adjust the lot size and the number of tests for the lot. Where three sublots have been produced, they shall constitute a lot. Where one or two sublots have been i: '. produced, they shall be incorporated into the next lot or the previous lot and the total number of sublots 2; a in the acceptance criteria calculation i.e. n=5 or n=6. rx shall be used z ,4�=kt5t + ;•; D. Outliers. All individual compressive strength tests within a lot shall be checked for an outlier ' ? test criterion to accordance with ASTM E 178, at a significance level of 5 percent, Outliers shall be discarded,and the PWL shall be determined using the remaining values. 4;,,1,#•y+„?+.,`. 501-5.2 ACCEPTANCE CRITERIA. ° `� 'cat t,F t,', a A. General. Acceptance will be based on the following characteristics of the completed pavement: tz'="a ;t-�•, i; ;`.:;. p g P P t<�{{jejt 1't-!��P�'t i �11Y• «• (1) Compressive strength (4) Grade (2) 'Thickness (5) Edge slump 'I z a�,y 7 i, f�z ,. ''•; r; 6 Dowel bar alignment 'flj (3) smoothness ( ) >a `vj "" Compressive strength and thickness shall be evaluated for acceptance on a lot basis using the method ofat ±;*t estimating percentage of material within specification limits (PWL). Acceptance using PWL considers h .r the variability (standard deviation) of the material and the testing procedures, as well as the average �yf�i2+ �,>� :•• 4,= mean value of the test results to calculate the percentage of material that is above the lower ` specification tolerance limit (L). Acceptance for compressive strength will be based on the criteria contained in accordance with Eg ,;-,.,xa paragraph 501-5.2E(1). Acceptance for thickness will be based on the criteria contained in paragraph1. ” 501-5.2E(2). Acceptance for smoothness will be based on the criteria contained in paragraph SU1- ,a �, . 5.2E(3). Acceptance for grade will be based on the criteria contained in paragraph 501-5.2E(4). {✓3,t try The Engineer may at any time, not withstanding previous plant acceptance, reject and require the ri •:ky, Contractor to dispose of any batch of concrete mixture which is rendered unfit for use due to T:\NISI\wtxlSpLCSVdQS111.Jtic Revs/1/01 t MO-501, Page 22 Y �F �� ,. .4 :,;:••a,;x..;{ r�% .. �tH 1�"• 1,/�!q�trt�fNf �t�/1 1 1. V.-,f.},. Ga j..• .\, I.,.,�. Y' 1PSRMM},A�N�IK111l�RI.Mt1R•l+Rtd• , 'tky��i +' .tl' ..1,tr �YI"'1''•f'''.G y�,a'�Y.4VFV4�'A.JI•ef�V' ,�!7 �{\ 3 � £• �1 x:+, i.l .,Qt;7a`! 'd�r Yfs �.1ti t,a •s ,�1�, r�`%fig J+ tx r� 1� tt e t 4 'G s• fiL�'tI�3yS:v+e ".�#� ,,rr�R''r4'�"� eMk�; �`; is +j'µ' .er,4t ,� t.. 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' {#d,, s:r}. ,�.. t' ,1 ,s t .n y tt' ,t, .C a .xtt4'{'�},lyR,9„tr,. .� 'fij,• .t!},�� t vt fi,�;.� ��k,, �J A �i:':v.,:w!7.•' ' t f', e, L4 ,b tY 'in• J', ` t 1 f 7t+',��+"+h Sb5 A, S9 ##. y %t t ?,• ;< : y .r 1 txt ,t ,n {}�. t„47. � t sJ',. ` t, .5 t: rut •,F•y+;x! ,r , , +.• !'• j i', :.i i, Ali•, r' tar{Jr5{ �rl;i°�” F"&sUU^•>ti�tl'd��Z,{�ii i t �tr 4_ ls t r t .t ,i,. �. s�'% ,< '��!}t' � 4` ;, {{Tr f;naf..S R'`gkr r y ' �.Y,}.�;t, aj:Urr'l:�jf�4x •tt• 'ISI `ti(;,�vr':.l•a,'"u+'iSP�"F Zt:{,it4�z d 1., 4i i ... 1 ';t{�:, .y.:+',�.•.. t rJ`, 7 fix: ts:rl i� �n. 3°1x'}11,1 I . �^'( } �� a x� ! �•f!,",?Y.r 7„S tai {�� ,% '.�� '1 t� , '.! 111,. , .1.. , .t•J1 } `� r <1++. +I}�t'�4,.�',�!"'• 31'. ,J IJ.,,, ;t l,. :.•y'T ,'} Al ' r \ ,., :•} i.:t„4 :f YJ .: {{.Ji1 'C ', i +r; 4)"•5iifrM1W�1•WF�1f%�Y4��64i1.LN,%e�MiilwtiMxu,.W.•.+Mwsw+.+r�Ww.}w...:....°..i....,..n. ,1•_. _...,......,.., ew dk'�:R.Xw•fT�9��9.N .bM jrtilYd,Fin.w]44”lWP/YAtNt.s'wMk i.».............. ...li:,w•,.1,r•awvwj:,MnnwulJiMw.nidWw..�.:i.\r..1{,',liYi.M .,�r�W{� �! tt contamination, segregation, or improper slump. Such rejection may be based on only visual inspection. In f }=t, the event of such refection, the. Contractor may take a representative sample of the rejected material in s< the presence of the Engineer, and if lie can demonstrate in the laboratory, in the presence of the Engineer, ?° u •i�t'� 't' that such material was erroneously rejected, payment will be made for the material at the contract unity;.;fik; ;; price. i; „<. B. Compressive Strength. Acceptance of each lot of in-place pavement for compressive strength shall be based on PWL. The Contractor shall target production quality to achieve 90 PWL or higher. C. Pavement Thickness. Acceptance of each lot of in-place pavement shall be based on PWL. The •.;, Contractor shall target production quality to achieve 90 PWL or higher. �fai D. Percentage of Material Within Specification Limits (PWL). The percentage of material within } +t S .i;,Virg•ut, limits (PWL) shall be determined in accordance with procedures specified in Section 110 of the General �, �,�, Provisions. :,urt�s' ,:: The lower specification limit (L) for compressive strength and thickness shall be: �,h ,a`,,o,.;.� 4 c {�aXti nit ,- Lower Specification Tolerance Limit(L) t �,r�R•., Compressive Strength 3,290 psi '' :.) `',fit^,, l�'f 4�11..�jY�l.-'1`'•.�,• :•. ;� � Thickness Lot Plan Thickness in inches -0.50 inches. i , E. Acceptance Criteria. 'l ;,v (1) Compressive Strength. If the PWL of the lot equals or exceeds 90 percent, the lot shall be t 4;+ P g q P r fir. ti F4�i ,S. + � acceptable, Acceptance and payment for the lot shall be determined in accordance with paragraph 501- 8.1. ' .•f� tTe.4�7 nt 1�''� ggy tytct '�nµy;!�. 2 Thickness. If the PWL of the lot equals or exceeds 90 percent, the lot shall be acceptable, }` Acceptance and payment for the lot shall be determined in accordance with paragraph 501-8.1. (3) Smoothness. As soon as the concrete has hardened sufficiently, the pavement surface shall be tested in the transverse direction with a 16-foot straightedge or other specified device. Surface smoothness deviations shall not exceed 1/4 inch from a 16-foot straightedge at any location, including ;�°_s,.,'� ;',,Al placement along and spanning any pavement joint or edge. ;r Y `” Areas in the slab showing high spots of more than 1/4 inch but not exceeding 1/2 inch in 16 .; feet shall be marked and immediately ground down with an approved grinding machine to an elevation that falls within the tolerance of 1/4 inch or less. Where the departure from the correct cross section �•;„ ' t== exceeds 1/2 inch, the pavement shall be removed and replaced at the expense of the Contractor when so directed by the Engineer. +^ t ti,t In addition to the 16—foot straight edge, the Contractor shall furnish a 25' wheelbase ,... California type profilograph and competent operator to be used to measure longitudinal pavement surface deviations. The profilograph shall be operated under the supervision of the Engineer and in accordance , f. with the manufacturer instructions. The profilograph shall be operated at a speed no greater than a normal walk. Original rofilo rams for the appropriate locations interpreted in accordance with ASTM . Ff g P g rP t tz a Tav�x+s}�t ls�ec.N.�o•soi.a,>< MO-501, Page 23 Rev 5/1/01 t'{ ,•.0 ..p z„ ,, :c vt�'�t:''. •Cy'?ie1,:p�"�';C$'.�5i�N:tt} , j �-,;.•�.;.w..,.•. �rnr!.n+..•-r'^^;?rY".,,^,-^• �,t ",y"�,1t 'c'., �'j'�!„"'t.". � yr , � ��• �. 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" �i .t r' { � , �r.,,,tti•� 'S�Zt rCd�' >: jlL.4izi�r t °y&,�5 �. 3{a�S.� 5 '� c ridf .i... j .:t } a t.{ .4?�Ut�+ �•:v t SS 11� Ll Mlwwaw.«n.i....u..,,_...:..., ......w..,+.'wwv,x+va:+.,x-r.ir•.f.e.•.,�.vn..+rt.+lxit:r•1p..;tkr.Fr"a,STi r:u-,r At t'e't Y.+.4=tr:5,.11}/..b,,tr.�rfi"�r�d• i. .,....a. . r . tr �.. !,. �. y 4 f ty ii;yF ,7a5 i t 4'7 t2 at. E 1274 shall be furnished to the Engineer. The profilograms shall be recorded on a scale of one inch equal to 25 feet longitudinally and one inch equal to one inch or full scale vertically. (A) The surface of Runway and Taxiway pavements of continuous placement of 50 feet or more shall be tested and evaluated as described herein. Two passes shall be made in each paving lane greater than 20 feet in width; each pass shall be six feet from and parallel with the centerline of thew;" ii4r.K ?',., paving lane. The average of the two asses shall be considered as the rofilo rah result for the paving P g g P P g P P' g lane, For paving lanes less than 20 feet in width, one pass along the centerline shall be required. Tests shall be run the next working day following concrete placement. Each trace shall be completely labeled to show paving lane, wheel pass, and stationing. (B) The Contractor shall furnish paving equipment and employ methods that produce a '``'t";;;?" 7x i riding surface for each section of pavement having an average profile index meeting the requirements of 501-8.1B.A typical section will be considered to be the width of the paving lane and 1/10 mile paragraph long, The profile index will be determined in accordance with ASTM E1274 using a 0.2-inch blanking band. Within each 1/10 mile section all areas represented high points having a deviation in excess of r d b Y 13=�.�r 0.4 inch`in 25 feet or less shall be removed by the contractor using an approved grinding device or a device consisting of multiple diamond blades. The use of a bush hammer or other impact devices will not be permitted. After removing all individual deviations in excess of 0,4 inch, additional corrective work "'' �'"�`'`5"fit" uf`,.: `• shall be performed if necessary to achieve the required ride quality. All corrective work shall be completed prior to determination of pavement thickness. (C) On those pavement sections where corrections were necessary, second profilograph runs will be performed to verify that the corrections have produced an average profile index of 15 inches per mile or less. If the initial average profile index was less than 15, only those areas representing reater : than 0.4 inch deviation will be re-profiled for correction verification. ,��£,;;;•. >�;��;r }r��,.;�;. , (D) When the average profile index does not exceed 10 inches per mile, payment will be made for that section at the contract unit price for the completed pavement. When the average profile i index exceeds 10 inches per mile, but does not exceed fifteen inches per mile, the Contractor may elect to d accept a contract unit price adjustment in lieu of reducing the profile index. K��'k? x �':4v:.��•i (E) Individual sections shorter than 50 feet and the last 15 feet of any section where the �`- ;I�fa .4�. `,•,' r' contractor is not responsible for the adjoining section, shall be straightedged in accordance with Section •; 501.5.2E(3). (F) If there is a section of 250 feet or less, the profilogram for that section shall be .M :r''"; s included in the evaluation of the previous section. If there is an independently placed section of 50 to 250 feet in length, a rofilo ram shall be made for that section and the a adjustment factors for short jrt' {" g P g pay J ��fs��"t.��;'F°��t'`'�t sections of paragraph 501- 8.1B shall apply. K`SnXq&?�''yu''1tj'.= ' (G) Any corrective work required shall be performed prior to joint sealing and grooving operations. (H) All cost necessary to provide the proflograph and related to furnishing the 1 ; ft y. appropriate profilograms as required in this provision are incidental to concrete pavement constructionI ;t and no direct compensation will be made therefore. �, a ? T:N1Y051%w ISPECMiO-511Ldoc Rev 5/1/01 ' ` MO-501, Page 24 r fa.�1 i F, .,��n y,,. �irt� 4"'tT•t,."."�,. 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A} t r,. .F.}', lY `iE,;f A;{�Y}s '7tF$LN f�!?• IQ II`r}�},�k„..x+i..is.wiltiAiil ire+GMier,aoexAi,+sa.:,�...rr..:r..+a..Fw�r..wnt�:at+rv'r�w'.x.:r.,.r.w:w.w,-w..,,.w ....,._...,,. .... .,, .,.,.,.._,. .. .. ..._..,.r.,.._,..,,,..,+aw.,,,,w.,,,..,r..F..+ewe.nre:n.N.utwnrtvrr vknkwwrhrr xii+rc.i✓”r,-a.n,::.ww...w.S:.»wi:'`.+�•i�:vrli r�5 � ff,,`F�(''Sias F63 v t k (4) Grade. An evaluation of the surface grade shall be made by the Engineer for compliance to the tolerances contained below. •�;S a Lateral Deviation. Lateral deviation from established alignment of the pavement edge shall not exceed plus or minus 0,10 foot in any lane, pfd tf. 771 r• t t t;y Vertical Deviation. Vertical deviation from established grade shall not exceed plus or minus 0.04 foot at any point. (5) Edge Slump. When slip-form paving is used, not more than 15 percent of the total free edge of each five hundred feet (500) of pavement, or fraction thereof, shall have an edge slump exceeding 1/4- ! inch, and none of the free edge of the pavement shall have an edge slump exceeding 3/8-inch. (The total free edge of 500 feet of pavement will be considered the cumulative total linear measurement of rfi~ pavement edge originally constructed as nonadjacent to any existing pavement; i.e., 500 feet of paving lane originally constructed as a separate lane will have 1 000 feet of free edge, 500 feet of fill-in lane will P g �•{t, fi'•u U'trF ..:. have no free edge, etc.) The area affected b the downward in of the concrete along the g Y g (V.�t pavement edge shall be limited to not more than I8 inches from the edge. When excessive edge slump cannot be corrected before the concrete has hardened, the area with excessive edge slump shall be '"•':;!� ,j'� ,�;YY'°t?��°4';`{fit;�+f:;,t,� removed and replaced at the expense of the Contractor when so directed b the Engineer. P P Y g nF� r t..,. ,,kkJ.,s,,'•' (6) Dowel Bar Alignment. Dowel bars and assemblies shall be checked for position and ,r "+ .x: `•` „ alignment. The maximum permissible tolerance on dowel bar alignment in each plane, horizontal and vertical, shall not exceed 2 percent or 1/4 inch per foot of dowel bar. 5s�;,�'} F. Removal and Replacement of Concrete. An area or section of concrete that is removed and �� a; . replaced shall be removed and replaced back to planned joints. The Contractor shall replace damaged dowels and the requirements for doweled longitudinal construction joints in paragraph 501-4.10 shall 4 +=' ' apply to all contraction joints exposed by concrete removal. '�: rte.y `r�}f�'),„s4.",t{,s;a:,:•. CONTRACTOR QUALITY CONTROL 501-6.1 QUALITY CONTROL PROGRAM. The Contractor shall develop a Quality Controlr'rM' 't ;'{ P Q Y f Program in accordance with Section 100 of the General Provisions. The program shall address all t;:tom i elements which effect the quality of the pavement including,but not limited to: L`tl��tir" '�.tl a t�•3. X543, r">, '•dj rh,;_f,;, f• A. Mix Design G. Placing and Consolidation B. Aggregate Gradation H. Joints C. Quality of Materials 1. Dowel Placement and Alignment D. Stockpile Management J. Compressive Strength E. Proportioning K. Finishing and Curing F. Mixing and Transportation L. Surface Smoothness ' 'v tai 501-6.2 QUALITY CONTROL TESTING. The Contractor shall perform all quality control tests necessary to control the production and construction processes applicable to this specification and as set '- forth in the Quality Control Program.The testing program shall include,but not necessarily be limited to, ' � Y g g P �' Y . ` .. " ��z1 ,'rTjy�^r tests for aggregate gradation, aggregate moisture content, slump, and air content. t •��' `,:I; `s T;15M JIISI\wFw�SF'F.CS1610•SIILJrk Rev 5/1/01 MO-501 Page 25 „ � L r '.�,ti,,4.:�!1.,�.'..^^`Y 7�-r},r.. r t(<r;e 3 t. •...t ,.",1':",+w'ut!'.Mnk?!> 4Wai%'!ewu.+ t.s '.r ,'�.,t,,t�,d!�•�,a. 2 ..•r.•,•4-:j}-, r;.7 '% s.,t'•,•'�R�x' r� { ;;``.. ,t.a:/ �'�, t?r .,iu ,q�✓' it,;rda'�yw,xY;,.:,t\it,. :t...'f,.,[ t v{ a r. ':.f (^ 1,. .} r' .s, asrt� s:J ',t:•.l t.r,•ty t ...r.rjs..1,.4t' .,k..3 t, tC .d,uJ 3 �„ P. E 5. {. .'�' Cq'L ,.. }t;� ;1` t'.t„1•'�i1' F ...< F ti t T 2':t v. .t j 314`1#':;' ,lij a1;..t �f,, 'tl t'! �P .}"'+n • -5+'��>;k�'e � Jx}r K Ji)rN4- :s;5i,a e`n, s } u: +`� + r .t i 1,•.(s is r t a'a +,.Y``','A' ik'."'! tl. �tri.`? ;,,', S') 7'�I r L 9' :9T:' t,• ^Yto.r .F' r':':;yy: ra:; [,n;.r.'yttf. r;' , 1;` �. t o �ei.r t.F r =. i, s•. 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V 1 1�. ta�i�ltr" t ile�� r:Y��'4 fi't��qa�`£Fu 1.Yr{'Y � , :t ;r i r `( tM'1 s tri ,,G t^{;•;1;sYSt�?�,5y.=•�}t� d�,'66fark�.}f {r �t} i1'S":t5'4l':�,r.t'•cf'!�4A},}�..'}A-�'p't ii}. Yt 5 '.r `} YR+fa�' 'a ') .::v{?:;1sv�j��i`};:�:^?':''j{k,,'_ka� ^)Sr. :lr^i }t lja'sabr`;;f;f ++�f r C:.�j;'.� S r Y 3 ! s, 1 r +, .% kY LhrF'.U�y .{t1 r`*� .4 }qy�a?vt}�Li:F`�,�"Y. (°�, •py'� •r,.,,v'�,4i k,,.''(�tr P'..+i'\1�tl;sf?��i+,`}lv...� , r .. f ,r,.J; t , .l_' r?,� ;!v'S i,;4',:,t�i�,��.,r'�t..k '� •t�y;��YS�+k: .i'>?.�i,•''� •.S r V/,�:i}.r�t w til >i t�. .� v.;i` ;Ir• r ; �! .. ..7.;r Y+ } ;'S rlt ji�..rj: ;;...��tt� }t�`,kAr'iidr� y�y�c:;3y l}Sy,l�7x�}fit�,R' ..}J t 1}A7..Y � Y' ,YS.IeSt S .cirri ti<:.:i.Y:' 7 i+t ki�2'it�y{;nuq,�� 'l!�•( i,��yal}.F71 t:7:1`'`�K V�aj� f L! } ! rS1I' 4`"$Y •', , 0J' �A ' }ti;t3r4->1W?.L .��.jt'r,r .ri •e •v ,:. ��,, yv. �rJ Lilt! !ti MR/Sy 4 '+!±Y .Y;4T E't.. h:!•, l.t•J IYr1:•x(4 ie...>.'r�f+w tYy 4"A" 14 n�`}�.,�r r f' �� Y:.. i «aM an+�.Ywxua,+.rr+irtii:r�':+r,�Fi••.1-,� 4 r:... .,. {j�X �'�,5'3 �� i�J r�5 )YAtMANN.w:.A.;+7:•,...>v;.r..�..,_.. .,,..5 .._ .,...•.,» f�s�}�.��r ' �l`� .�� J�°cam gr^:'��:;'.r;• A Quality Control Testing Plan shall be developed as part.of the Quality Control Program. I S •�, 1 yn€k 1 . A. Dine Aggregate. (1) Gradation. A sieve analysis shall be made at least twice daily in accordance with ASTM C 136 from randomly sampled material taken from the discharge gate of storage bins or from the conveyor ;;.ti•,,,.,, 3,�,; . belt. t x+ 5��r,;•,,., (2) Moisture Content. If an electric moisture meter is used, at least two direct measurements of � moisture content shall be made per week to check the calibration. If direct measurements are made in lieu ,�,/�,ry�?�+,1•{f.;• ,. per de day. Tests shall be made in accordance with of using an electric meter, two tests shall be ma ASTM C 70 or ASTM C 566. p yFti12kf��rjt R. Coarse Aggregate. f: (1) Gradation. A sieve analysis shall be made at least twice daily for each size of aggregate. ,y Tests shall be made in accordance with ASTM C 136 from randomly sampled material taken•from the a,•qF. n�F r,tf , discharge gate of storage bins or from the conveyor belt. (2) Moisture Content. If an electric moisture meter is used, at least two direct measurements of4�a f c moisture content shall be made per week to check the calibration. If direct measurements are made in lieu ,;S=fF.• � �:;:: ;<. ll of using an electric meter, two tests shall be made per day. Tests shall be made in accordance withi}, ASTM C 566. I C. Slump. Four slump tests shall be performed for each lot of material produced in accordance with rt t<nG7 >1iY. f, the lot size defined in Section 501-5.1. One test shall be made for each sublot. Slump tests shall be performed in accordance with ASTM C 143 from material randomly sampled from material discharged ',t .4 `f from trucks at the paving site. Material samples shall be taken in accordance with ASTM C 172. 7-Z c y°` :r D. Air Content. Four air content tests, shall be performed for each lot of material produced in accordance with the lot size defined in Section 501-5.1. One test shall be made for each sublot. Air �rl:;, ,• .! }tii ni�srf"�kP'l=f~ hf{ 'Yc content tests shall be performed in accordance with ASTM C 231 for gravel and stone coarse aggregate tR,f and ASTM C 173 for slag or other porous coarse aggregate, from material randomly sampled from clucks yr 7hi , at the paving site. Material samples shall be taken in accordance with ASTM C 172. }; t �,`t 15 a' € 541-6.3 CONTROL O ,CHARTS. The Contractor shall maintain linear control charts for fine and course 11ik �.,'`;tr aggregate,gradation, slump, and air content. e ,f, a �•'}u' 5.,, FYn�ir i Control charts shall be posted in a location satisfactory to the Engineer and shall be kept up to date at all = times. As a minimum, the control charts shall identify the project number, the contract item number, the test number, each test parameter, the Action and Suspension Limits, or Specification limits, applicable to each test parameter, and the Contractor's test results.The Contractor shall use the control charts as part of ,:, a a process controls stem for identifying potential problems and assignable causes before the y occur. If the Contractor's projected data during production indicates a potential problem and the Contractor is not u ?{ taking satisfactory corrective action, the Engineer may halt production or acceptance of the material. d } tt ',8;j,• A. Fine and Coarse Aggregate Gradation. The Contractor shall record the running average of the yfrJ t last five gradation tests for each control sieve on linear control charts. Specification limits contained in ` the 1999 MSSHC shall be superimposed on the Control Chart for job control. rw MO-501, Page 26 Rau 5III01 t Nt rl�v�xtsnw �SPeCS�,\10•SIII.JRk ,t yv r. .e�..«.w.a!orvarwxy �7MMt' .} ^'Y"""'^"•R..-.�.�•.•�5±-�',:'.f�'P'q"vT"11.U•1't�•S?;P��Tr' (R1� .� , ..y;^.'y,'r' A ) '1Y t.: Yk 1MtC171M<w�M±+.`^`..... r�. ( '`t l': R .1i�r S tt c\\l,�.f %rd•tf�r'}�'t��A v'la�i�♦1�'tr cif r r �,1,�.` If .}} r iitr +r }. v .t. y' .r. lFry ti i .r• iz "h;'t47/ �?t�r 1 ')i 't r y,�4is �}r'r� "r, t ..1 i, U � r i `N 'r4r '.r t t f J ,a .t+:1 2P..i'1}Gi(: t�j 4 a•�`8�j `i" sir (i;ry ',-�, ...L y,;�,R}}''jjyrGJJp,t >s, b f, -.:twt5 fr.}_..3 j4'k'A• �t l Y.n .` "t f�* , .7f .t Ate. yg;,4' i: t ..' R !..:L Sr''�,y,}.,/;, J i��.`p,f. {'f;4f!{i, ,5 rj •..a f' t A 'i}! r 4. '). sit r. � '..d.• 1: t.,, '�.. 4 :,i zr ,tr lS. .16� � 1?YJ��;y��'} d�y� h,. !:rY.r'.:d.�S .+:,y,?�?y,'f•,�a� >j� .ks x tt }# .Y rt }} t tr '.Y >' f f ;t, � : �''`545�'.:•�t.t."• �iy t�ifJ`�A k,^.�� y�• ` ,"::f .1` � 4a'+'f'tS.i.J `r'• r`�:.X}fS:r �*r r .a.l. Fz Y ,. i,' 2 ,, i ! �,':�; f �t#t r T�' 7k'^a�f yY •.,,Sivp lY�tR'y"�G•4� yt .k .{ k1�� '�� r Re 1 i iJt:. ,)� � k 'G y c�.'• } r.� �, .��rt r i + ) 1t t t i- , °'Jt f 'h�J .t Fr i � tJ�R�fi4�Srr�Aa � •t'.��'S�•�, f, r 't ri' �i � rf,31Y�' 't`;�+'}�>x��6 Y` Y �y?ia •t „t.+ v`�' '�'' ��•ry��Ar+��'"i,�j_ti�` �A pt'�Qrx }t`:.i .. •,r n r r ct 4 rt '' { 'it r t r rat .�',. ,•��,r {S fir.1.,,t'4t?.):�tt iI}'.,f"°� rt-t,•:'" ��l'�r��,�'.1,.::rj(•;" ;.�ir�, .f^+wr3:.. �t '�.fr", r u t , ,C s S h� ; ids>'��Ir,�,T'(4��t,,t4 y� ;�4 ,1 '. y'+y .• F } k -r5';«,.:{ .y 2' t 1 ;.X,A.�,7.,..,s r3 i., ;i,�jiY.nbrt a }. ;a, i ,5.{1f'�{i4•:a;1nr;'�� : Si+�l ¢ .fi�?.� :1 {a'i riC U1 «7.114 ih° .�'Ir.r •,, ,s," ,.q,a c'a•,'t,.5. ofi `r. ��, y:, .1��4��`� .;r,��at� i, t, } 1 � I r' s .{ ,} r 4•at �{' r1!. 1�}'�a'`'`� t t7�yk + 4. ��,$tvsr t•'*.sr r\1' _ _..... «., ,«aa.: J iu at acAC w.lu5 k �t xj .,1.�,;:.k ' »`>"L }rJr`kxkrh> ix:.w,.r.a f..tw';.....w.w..».1w;w�a'r.:r.,'iriric>n .•rivnz•nasniaN;rtasrxrn.a+ ,.•,,..�M,s.c,acm:w';ara+r;:»ttw,s. r+,..r;,..,W.. � �.,., • > .+• r� 17.. B. Slump and Air Content. The Contractor shall maintain linear control charts both for individual { measurements and range (i.e., difference between highest and lowest measurements) for slump and air ' content in accordance with the following Action and Suspension Limits. CONTROL CHART LIMITS ' ' } Based on Sample Size n=4 3 s; CONTROL CHART LIMITS Control Parameter Individual Measurements Range Suspension Limit � � ,^.''4 i Action Limit Suspension Limit t Slip Form: Slum +0 to -1 inch 0-25mm +0.5 to-1.5 inch 13-38mm +/- 1.5 inch (38 mm) +/- 1.2% F/- t.8% +/- 2.5% �. r + ,f ' Air Content ,��zt''t< a�f,•. Fixed Form `sFt�k Slum +0.5 to-1 inch (13-25mm) +1 to-1.5 inch 25-38mm) +/- 1.5 inch 38mm +/-2.5% 'i Air Content +/- 1.2% /o•h/- 1.$ The individual measurement control charts shall use the mix design target values as indicators of central tendency. 1•,', 501-6.4 CORRECTIVE ACTION. The Quality Control Plan shall indicate that appropriate action shall be taken when a process is believed to be out of control. The Plan shall detail what action will be taken to bring a process into control and shall contain sets of rules to gauge when a process is out of rt•h. a, �,.., control. As a minimum, a process shall be deemed out of control and corrective action taken if any one oft ' s; t, y the following conditions exists. " pne and Coarse Aggregate Gradation. When two consecutive averages of five tests are outside ` I „•.� A. Fine g frt� P� .a• .'` of the 1999 MSSHC limits, immediate steps, including a halt to production, shall be taken to correct they'` }�f�, N. gradation "M4N1 ?VT B. Fine and Coarse Aggregate Moisture Content. Whenever the moisture content of the fine or G '.M. ' coarse aggregate changes by more than 0.5 percent, the scale settings for the aggregate batcher(s) and !, f k water hatcher shall be adjusted. ` ,v` "t�•� I It C. Slum p' The Contractor shall halt production and make appropriate adjustments whenever: { �.�... r'• �,,�''�'i.'�,rah, �Fa (1) one point falls outside the Suspension Limit line for individual measurements or range; or Via.; ' fir{' ;. ;t (2) two points in a row fall outside the Action Limit line for individual measurements. �'• i4r I,y t� •,, .�, 4�",r�;..til.,_�i,, ,r".ice• }� A. Air Content. The Contractor shall halt production and adjust the amount of air-entraining :rt • �'� �. admixture whenever: K. " (1) one point falls outside the Suspension Limit line for individual measurements or range; or p . .r , ,r (2) two points in a row fall outside the Action Limit line for individual measurements. : ;�.. y T;\994151\wpcl$PECS\A10•Slll.11aK: MO-501, Page 27 Rev 511101 ya 141r, r, 1,.4,•„:„^4�;a^.i,".,y',-.•.TJ.,„, :'n ay'z.}r�.:Y,+:.',�-i ',)�tt7..,w'`r.F.+ l ,'•-.sdi."1° „.�"-^""":'ww.. 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"�7..: f��.7, i+. ri '.•.: ��• .t i .r� .'.}', 1 ��.r �yi,�n .•'P",tti' i.•; .s, .nr';{ .i ", �F(r:.. .� �t .p ,�r.:, ,' •,1,1 �`ir.:r',,J:'S. � •t r' 1 y r t t +., }. 6 ,d, ,�}+, iF:j t '` l r>;-,j ,;; .',� > �yt •° , t r f b;'4 M4,X�a:t.i i�t��,{".��7'Y:.'a F, .:. ?i N t., s ,,, t 4} ,, ,..r .ok {`2.,''2,.,1 < ° a3•ii i}k'k y Std r., rurr- f ,fit. a �, '�','' {,^S,tS:3� t'"!u'.< r: si• .d { { v3 , ;t L < G:/ i 4 t ^ bs}"., �+' C tF '�if; iY t ,;9;V:, y `� ,, t{Ty,l x14 i Ir. � r r � , r. d � d'SI a �'s E,r1{t3! �r •4`�' ±�� ;a,:S`j ..3f�, t•�p ",{+,', t t J.� s .',.,;i .)t SJ..'''.S•)krURA� I�':sa f5;S4'{4+,iA( ,�... 11.,. "F it �; i J:iJ V��1 IR Y�ySI Y," "F :-`� Y� ,i.�`�'rs f,�di+r,i,s�V(�;,s{a:iN• / .4t.,i+ '� +' S .. �i. ' •b 1,. 9� ri.. } R fit.r s u' .it,,. ,J r .+ •� �2 ., rttf�rrt+fit} seXi." :,, }�tif.cx�:;r .J.a., •�. ts.r �+ hn't�.0 },.� tx ,t ,r � I trst , � cS2,� + - Sar.rr. .'W't 'ti:. fr.�,iR p�S�Jr 7t{.)t..5� rl,�: t ... _..,M,.....-� � ... ..._.�....>..,.".e.s:rw.va.vXtr�i{r9:t't17�°f+.eher3nNr±Rwfcnw.xes;+snrwliu:.,:,�.,«.a,.,....i..«.:,.wr:vi.,w,.._,s x ;,b•:.trfa.:'..wW E`{.� tc'�,r� 'e� J l. �� (,-.'1 u"r�by:,pit n�F�'•'j`.i ,'U ,ft9C"t*..;t;,'7 Whenever a point fulls outside the Action Limits line, the air-entraining admixture dispenser shall be . calibrated to ensure that it is operating correctly and with good reproducibility. }� METHOD OF MEASUREMENT ` 501-7.1 Portland cement concrete pavement shall be measured by the number of square yards of either -place,,completed and accepted.or reinforced pavement asspecified in t• � ,,,�,`,,�, 't BASIS OF PAYMENT " 501-8.1 PAYMENT. Payment for accepted concrete pavement shall be made at the contract unit rice Y P P' P �� =�l'r x z��•�',w� '�� ", � `�rtir• ,�?�`�: square yard adjusted in accordance with paragraphs 501-8.IA and B, subject to the limitation that: ,{ ` .;;;, yr,.,• The total project payment for concrete pavement shall not exceed 100 percent of the product of {{f .7; , r.,.,,, the contract unit price and the total number of square yards of concrete pavement used in the L =t{ ' ''ytrsp'.''` :. accepted work(See Note 2 under Table 1). ''r" '' k Payment shall be full compensation for all labor, materials, tools, equipment, and incidentals required to complete the work asspecified herein and on the drawings. . A. Basis of Adjusted Payment. The pay factor for each individual lot shall be calculated in �r accordance with Table 1. A pay factor shall be calculated for both compressive strength and thickness. The lot pay factor shall be the higher of the two values when calculations for both s.,.,r;tt. compressive strength and thickness are 100 percent or higher. The lot pay factor shall be the product of the two values when only one of the calculations for either compressive strength or �M q thickness is 100 percent or higher. The lot pay factor shall be the lower of the two values when calculations for both compressive strength thickness are less than 100 percent. P gt P r,4t r�Ft rtir, �t3�Y �4; TABLE 1. PRICE ADJUSTMENT SCHEDULE ' � P{ X41 "tJ°lL�L'r-`'°`" Percentage of Material Within Specification Limits Lot Pay Factor `"' ` •' (PWL) (Percent of Contract Unit Price) ��,u �:>�� .1 f,'..'•t. Yr 106 <; 96- 100 90-95 PWL+ 10 z is r'f"•'+�'".�s'"f:. 75 -89 0.5PWL+SS 55-74 1.4PWL- 12 Below 55 Reject r •: •,'� ALTHOUGH IT IS THEORETICALLY POSSIBLE TO ACHIEVE A. PAY FACTOR OF 106 .``; PERCENT FOR EACH LOT, ACTUAL PAYMENT IN EXCESS OF 100 PERCENT SHALL BE ' SUBJECT TO THE TOTAL PROJECT PAYMENT LIMITATION SPECIFIED IN PARAGRAPH 501- * 2 +. ::. The lot shall be removed and replaced. However, the Engineer may decide to allow the rejected lot to 4. remain. In that case, if the Engineer and Contractor agree in writing that the lot shall not be removed, it TA1M1311wpc}SPCCS1M0-501,d,x MO-501, Page 28 Rev 511101 t 2t _ k :t'?'Y •t,, rs laA. uvt7"'"*r"^'.—""' """7,..iR.nwt ef."w .t:,',°"':',' .7Mw,M.,fl,ajt�!-., r,}::;ft t o!N,y r y7: k ': 77 .� u. ,[,' y��,{, ;fi:�J?� � •:�'r�o:s!t 5 PE;�§ F if tt �Y:i :t•.�Y.,s:;�a,�r{+A{ 4L.f t, /+ .2'' .); it ' t "`i.?J 151�•}t:l; t� F.4=nn�:��,' f.L�,f ��1�v:{`,♦ , 'I s ,.?L �",,: ' 7 , ,� . y•f,i { r+' ±/., r e; > C r,3>r 2.,i .a •: i e )N fir•: 1 v' zl sY �p S�h�'r r>r.� t S�.�` `d h�r '.t'� ,fi*�`+ -y�),,,,r..k,.,S,, x r1 to ,/ . t I+�.,, r yt. ,t. � ,J is 5•t.'. 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't S }- .•-� r t' r E t rr ''f;5.:y.tt�e,y,;f...i�p4 kiri )'j..�'� aw t 'C 4.� �+s '??,+��' �:ts(�'=� �� ,.u�1'.,><,•,,ky,:"�'i/'t;.J�. ,,;�,�JCb�. s� �.Y,r 5: j r...t .1=. f, C,,',. ,_^,' ,_, r() .til.'S?'t:r1'° .t.;��.��rp, .{�i � :,r ^t, :t 14, .1;I:3;.t, .:�•.. r:l�' � r',p ,,l �r..,X,Y•�..,,;` Utz'?� �^tr.�;��ss,, '��;,'++..ffrr � �5 t:,�,'r U .:. .,{. �, ,•.p� , .arr';4ftr1: P J Art 1 h t' ' .'" ` r r ir71.,,:t i ti,,,.,1�p• .�f.d a:.�4..,y„tir' . Z• t3,'y s,St,'1','i"y t.:t k t.' , t di ' . .., .I , 4 ,.t(O ! �,t L R f<':7•' 7'I 7h l:. •.�� ;'}:r `�Ir,��TP r 1}�jf.%,�r .ir .�r,t rMt Y9 ,�.5 li, l� t!t.} ,1 T3 "4 •1ti, 'Y.a:.Gl.j 7J r •ti r m r4�'1 y1 r� k !d V ,ii",'}'i i ;• F . .. ;t .. c ✓#tr�;, ..��? �,. shall be paid for at 50 percent of the contract unit price AND THE TOTAL PROJECT PAYMENT LIMITATION SHALL BE REDUCED BY THE AMOUNT WITHHELD FOR THE REJECTED LOT. (�y!,)k� ur,•.; -. { }"LL y1;ti For each lot accepted, � p the, adjusted contract unit price shall be the product of the lot pay factor for the lot J` and the contract unit price. Payment shall be subject to the total project payment limitation specified in paragraph 501-8.1. Payment in excess of 100 percent for accepted lots of concrete pavement shall be MI.", c},s., used to offset payment for accepted lots of concrete pavement that achieve a lot pay factor less than 100 r , percent. ;4 x°' r it ' B. Basis of Adjusted Payment for Smoothness. Price adjustment for pavement smoothness will apply to the total area of concrete within a section of pavement and shall be applied in 7J accordance the following equation and schedule: �1 ,t•L ' (Sq. yds in section x (original unit price per sq yds) x PFm = reduction in payment for area r within section. Avera e Profile I ndex (Inches per mile per 1/10 mile) 7 Contract Unit Price r� tY s i; l Regular Sections Short Sections Adjustment �",M`' to 0-10 0-15 0.00 0 1-16. 15 tct.,.. .02 � T 11.1-12 16.1-17 0.04 12.1-13 ' - 0.06 � '•ra:s„ 13.1-14 18.1-20 0.08 14.1 -15 20.1-22 0.10 15.1 &up 22.1 up corrective work required C. Payment shall be made under: Item MO-501-8.1 6" Portland Cement Concrete Pavement -per square yard. 1-8.1 7 Port Item MO-50 land Cement Concrete Pave .._ ment per square yard. Sr � •'" .,_'Y 4 '' Item MO-501-8.1 7" Portland Cement Concrete Pavement(In-Eligible) --per square yard. Y11'. f�Pr�? tl V3S 1,�'LS x }} T;1!MJfISI\wpcISPECSU10•50I.JIK MO-501, Page 29 Rev 5/1/01 a' '.S(..a"y'*.pJ i;,:p�M�'n'.�.M.vy'.+,:§T%3�.a�`.�,��r.tt.,�...•,;C;trrFi;•�ncti^ .t-?T;i,• .wrs,w!,+{.�..T-:-•�----ne;. :1:r,;•-,. bra � ,� �i f .Jk !"E rJ 3 r r,y.Lr, �f4,�,a llt, t .i a ''\r•lf4-"i.,.,.,.t�i!P!1!n±I�pnMAlr .d,.,h s '"_' 1r t'C'Y:,1`i ;'rte '.' �� Zr i f�.. 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'SY i {( U }t i e r '.,' `: i :t .t .7 ) S r FV{,0�'sir i� l�s=lf�,d F Yx�•# � r'n'��f:�t14 �t t� �.y , ## ! r ;�#t ✓i X�:i^' 7rL*�,,i'h\t�,t. n' t 4:t� :t : .daivA:vp.tt rir5✓.+, t,ye.,:rr.+',,ynx;r.,rwkartlsr rwt,�.,..s.,.:...w...+...,..«r•«...eo"o.w„r...+;r,.r,..ww...:.a,.a.x.:r.,.l., a._w1�(«:: �J4�L;�rS � �'rt,V, �.�: .,r.xl`�u4iWMW(dYnhirtisU«.�.:r:...r�.„...,,..',..i.:.,...a r...w�....,...w..,..,...... .. ............ .......... .., .o. , f i` £�tit�7 xJ �u� t ITEM MO-603 BITUMINOUS TACK COATrr y*+.1 tG FL rat`+dr DESCRIPTION �7 a 603-1.1 This item shall consist of preparing and treating an existing bituminous or concrete surface with al r bituminous material in accordance with these specifications and in reasonably close conformity with the lines shown on the plans. The bituminous material shall conform to the requirements of the 1999 < ' Missouri Standard Specification for Highway Construction (MSSHC), Section 407--Tack Coat. All �„•,�...? with the standards construction methods, testing, and acceptance criteria shall be in accordance u tt included within this Item MO-603. ,1 ;, } '. V MATERIALS i !ti. .j 603-2.1 BITUMINOUS MATERIALSr Bituminous material shall conform to the requirements of the i J 1999 MSSHC, Section 407.The type and grade shall be SS-1,SS-111,CSS-1,or CSS-111. The supplier shall guarantee by certification that bituminous material complies with the specification t requirements. The supplier shall furnish the truck driver a copy of the bill of lading, manifest or truckri;,..�,, ticket that is available to the engineer at destination prior to unloading. The engineer at the source is also to be furnished a copy. The bill of lading, manifest or truck ticket shall show the following information regarding the shipment: type and grade of material, specific gravity 60 F, net g allons, consignee, truck {{'� number, identification number, weight of truck before and after loading, destination, date loaded, name and location of the source, and a certification statement. The certification statement shall be signed by an ?'.i �' 4r' :: authorized representative of the supplier and shall be substantially as follows: ✓'.,:, "This certifies that the bituminous material in this shipment complies with MODOT �;^� u. ',' •:; specifications for the grade specified and the weights shown hereon were obtained on MoDOT approved scales and are correct within the specified scale requirements.” `t� Prior to use of bituminous materials, the contractor shall provide the engineer the above certified bill of lading, manifest or truck ticket for each load to be incorporated into the project. 'j icr ” CONSTRUCTION METHODS 603-3.1 WEATHER LIMITATIONS. The tack coat shall be applied only when the existing surface is dry and the atmospheric temperature is above 60 F. The temperature requirements may be waived, buttii?�� +#" t; only when so directed by the Engineer. r#rSl �' ,•�4a�( ;c 1:to 603-3.2 EQUIPMENT. The Contractor shall provide equipment for heating and applying the t bituminous material. i �?:''; The distributor shall be designed, equipped, maintained, and operated so that bituminous material at even :4 � ;t ;T • heat may be applied uniformly variable widths of surface at the specified rate. The allowable variationt�`,Y; n�,; ;, Y PP Y from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer, pressure gages, volume-measuring devices or a calibrated tank, and a thermometer for measuring temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power '` '�"'W P P 5 ; ' A unit for the pump and full circulation spray bars adjustable laterally and vertically. ` A power broom and/or blower shall be provided for any required cleaning of the surface to be treated. 5\°° � ��;.k•, (;?t;i T:\'1'N#S1\wlx:\SPECSlMO.6111.Juc MO-603,Pagel Rev.21/01 ,. Y �Yt .,. .....,... S•�r'ii.�.��. •-�r 'MI�tx?r�3a.�!y.f,•yf..:f.S•'�"��t•,y•?!�ity'a.w''"i`ft:i��r'i r=4,.xi.�•rsr,�'.y(..`x•{?;FT+r.r.`�',i,µj s��'a i l S"7^S•,`"•!3:Yrr'rti.'-:f("rtl(.f?'TM•.:''yJ!(r:J�t,7 uY:kz yt..^,;7S t t��•h i^s:{?r l'�.�`,F-�#y4'.�#tai!.'r+r,,r,a[ .:t.'!r 9{1'.I.,r' ".ii�)•. r,"�iJ u. :'y;., 'j.'ttl.r!'_t v:W C.i.#4r t t�.tY't, t,+{pii5 :m<£ t',i S.i.••7777 1£ :V. f. 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Immediately before applying the tack coat, the full width of surface to be treated shall be swept with a powerbroom and/or airblast to remove �T1 ��fY a � >s.; all loose dirt and other objectionable material. y k y> Emulsified asphalt shall be diluted by the addition of water when directed by the Engineer and shall be applied a sufficient time in advance of the paver to ensure that all water has evaporated before any of the overlying mixture is placed on the tacked surface. The asphalt emulsion shall be heated at the time of application to a temperature specified by the Engineers in accordance with the limits provided in Section 1015 of the MSSHC. The bituminous material including vehicle or solvent shall be uniformly applied with a bituminous distributor at the rate of 0.05 to 0.15 gallons per square yard depending on the condition of the existing surface. The type of bituminous material and application rate shall be approved by the Engineer prior to ' application, Following the application, the surface shall be allowed to cure without being disturbed for such period of time as' may be necessary to permit drying out and setting of the tack coat. This period shall be Y rY P rY� g g determined by the Engineer. The surface shall then be maintained by the Contractor until the next course has been placed. Suitable precautions shall be taken by the Contractor to protect the surface against damage during this interval. ] METHOD OF MEASUREMENT , 603-4.1 The bituminous material for tack coat shall be measured by the gallon. Volume shall be corrected to the volume at 60 F in accordance with ASTM D 1250 for cutback asphalt, ASTM ll 633 for tar, and Table IV-3 of The Asphalt Institute's Manual MS-6 for emulsified asphalt. Water added to fkjj4, 's emulsified asphalt will not be measured for payment. BASIS OF PAYMENT 603.5-1 Payment shall be made at the contract unit price per gallon of bituminous tack coat. This price ? g_ ' 'i shall be full compensation for furnishing all materials, for all preparation, delivery, and application of v, r} these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment-will be made under: Item MO-603-5.1 Bituminous Tack Coat --per gallon. 7� •Y n `rAMsrkWpc\srecsv.+o•6F3.atK MO-603, Page 2 Rev.211/0) a, 4. r tD ,,.-.-.n--r-rt tr..+Rrr•'}•. 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M1 r � 'yk... ,,,r;•«;'ti�"r:7`.''�prf'S'� �,��' r .,��3�"�'i,+�a��,��i t A3,,� `it fiNi♦r�.�IW7pt/I,S1f�s�ei+Ajaiw,«wrt,E.J.:i 4:.d..wldw4,`.'.«...+¢I.,«...«i,.+,.-..+.»,.«....*I i..x„w.,,:.aL._,._,..,l.t,,_..,.,,x,m*x 'e/iMheNblJ7•:tAFMt+.F1+<R r+i.rw,ww�..w«....,+,J.«........,..,.. ,_ °..........St..w.,,a,ri.,,.rix«'w,4ir.iiuw4:tlw.i+:i;:::Gtiaw.7iul'� �Y� y V� r� ITEM MO-610 STRUCTURAL PORTLAND CEMENT CONCRETE p sa DESCRIPTION 610.1.1 This item shall consist of plain structural Portland cement concrete, prepared and constructed in t?� accordance with these specifications, at the locations and of the form and dimensions shown on the plans. 5 The materials and mixture shall meet the requirements of the 1999 Missouri Standard Specification for Highway Construction (MSSHC), Section 501-Concrete, including the following Revisions: '! ti`s Passe Section :tt.r '. t 578 Delete Sec 1005.2.2 and substitute the following: � s"4; 1005,2.2 Fine aggregate subjected to the mortar strength test shall produce a mortar having a h ,t!{ compressive strength at the age of 7 days of at least 90 percent of that developed at the same age yo�tG..p b mortar of the same proportions and consistency made of the same cement and Standard Y P P Y . +"'?��;��''��'�.�'? fit• rJ Ottawa sand. Tests shall be made in accordance with AASHTO T 106. Cement used in the tests shall be Type I meeting the requirements of Sec 1019.l 601 Delete Sec 1017.2 and substitute the following:'' r;;l : Uzi k 1017.2 General. All GGBFS shall conform to the requirements of AASHTO M 302, Grade 100 or 120 except as herein specified. Only GGBFS from sources qualified in accordance with these ; >;�t': specifications will be permitted. ft(� wa Y`tit, s ' j 603 Delete Sec 1017.4.1 and substitute the following: 7 j'j Ill" �ll.';,�,.•A 1017.4.1 The bill of lading or delivery receipt for each shipment to MoDOT projects shall carry the following certification statement: 'f�� ^ •�1` Y' "This is to certify this Grade GGBFS originated from a MoDOT ualified � j++ 'r,`-;'; Y q manufacturer, has been maintained to meet MoDOT specification s and was loaded from silo .V. number r�t7``)� Name and Location of Manufacturer k4i {.•., Y Name and Location of Shipping Facility By Signature and Name of Marketing Entity _. t. I 608 Delete Sec 1019.2.1 and substitute the following: ,', 1019.2.1 All blended hydraulic cement shall conform to the requirements for Type IP, I(PM), IS t ?' or I SM of AASHTO M 240 with the following modifications: (a) Type IP or 1(PM) cement shall be produced by intergrinding portland-cement clinker and pozzolan or may be produced by blending portland cement and pozzolan provided analytical ''"'? ir, tR ' TA")51%wr4ASPGCS 0.61o.atc Rev.6/1/00 1 / � MO-610, Page 1 •�,, rV r *'T Z .T!77?,,, . ;f.'.7r.r'irL`,,.k'i?..', np. .:nl.."v't:'.'fwS';i;i7`•r'.,"'^,;!» 714s!? ;M+r�m�.TY`M-vnt+.C.!•t+{'l;^1 '^F;'4t'.Y•.i`:. i';.}.,'x...yl'15 x:t7':,I:..J. 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Jnur.:MriaN.h'.rtt95yk"+1rJYtrV,()ASc•..�T.rv.+Llget.tr,a•iv.>rr..."><,...:,:...s. .r�..i ..�..,.. , .,:...r+...:r..,.,�.,,, x]lC:.:..c'.41S,L s y;lf'' ',• '”ie4.ii..,;t.si.:,4„i'.`laG,t;:Ji.;:,?.f:t:.c. . ,. .,.,..,.,...t«n>a...�,srAd.iNn,4rm+r dry`J!w„'tt ha d4 i. :l+�iYf`cJYIY�y:i:11lJA}!5�' t ti1`r +YtN�Yt SY,r, :: AIP^ t{y procedures are provided, (b) The pozzolan constituent of Type IP shall not exceed 20 percent by weight (mass) of the total portland-pozzolan cement. (c) Type IS or I(SM) cement shall be produced by intergrinding portland cement clinker and granulated blast-furnace slag or may be produced by blending portland cement and ground nY ; wr`Y granulated blast furnace slag provided approved analytical procedures are provided. : .: (d) The slag constituent of Type IS or I(SM) shall not exceed 25 percent by weight (mass)of the total portland-slag cement. `” (e) The basis of acceptance shall be as described in Sec 1019.3 in addition to AASHTO M 240. ` ` , 609 ?:1?elete Secs 1019.3.1.1 and 1019.3.1.2 and substitute the following: xkr 1019.3.1.1 The following information shall be included in the request for qualification. (a) An outline of the QC program from the quarry to the point where the product is �'. relinquished to the purchaser. The QC program shall cover all tests required by the specification and include the testing frequency for each test. Jf`' 1Jz},t 3 i, (b) A copy of the most recent Cement and Concrete Reference Laboratory (CCRL) ` inspection report and the latest CCRL proficiency sample report. The CCRL inspection shall ff cover all tests required by the specification. Documentation showing satisfactory resolution of all inspection deficiencies shall be included. (c) The physical layout of the plant, including the number and capacity of finish mills and silos and the type of cement stored in each silo. (d) If blended IP, I(PM), IS or I(SM) cement is furnished, the following is also requir ed. {`o"i ba Y o- CGS ',.a. The layout of the blending system, from the portland cement and pozzolan or slag silos to the ?'? point where the blended product is relinquished to the purchaser, shall be furnished along withr;3 � " i'; f1 the request for qualification. The supplier shall describe and have in lace an analytical uH, ,�,•. °�11�,��t'1'.� q q PP P Y , ra Y, procedure that can be shown to be sufficient accuracy to determine the pozzolan or slag content ;t {% of the blend to within ± 1.0 percent of the true pozzolan or slag content. 'The analytical ar procedure, frequency of sampling and testing locations are subject to approval by MoDOT. I'Al (e) A copy of a typical bill of lading with the required certification statement. k' .' (f) A split sample of each type of cement proposed for use, Manufacturer test results for the split sample shall also be submitted. f k ; 1019.3.1.2 In order to maintain qualification, the following is required. ; ; ' '. (a) Monthly QC test results covering the production of cement types proposed for use in MoDOT projects, including the high, low and average results for each type shall be forwarded to MoDOT,no later than two weeks following the end of the period covered by the report. ' ` ra"rxsnWr�.Asnecsu O-6141.aty MO-610, Page 2 R ev,6/1/00 }i�, r,j ,:7;fixJE;14 + Yi??; sift,yS( ts•i';'t tn.�'•,":e�.)' �� f`'.s eL' { fr t :,�t .i 'J J J ;t;.1:,:Vk4';'Y.'•}trt 1x ,.1cr>. fit,'4;7t p •. •l'r�•}�`rC•�l�'j;'():'`�,"YY.,5,..' 5 ./ 1' !1 f. It K t n,1 «Jf ( u x. ' ! ` �• ff1( i.1', , F .`�+y�irrl.�,tt, .ha�,Firyja�'�,�F:,�Y ', at;ta" ..t t G .;;' :t.,r..Jr n t , sr w� � ; .(.. r..E. ,, rv.r�,3 r S tt5,• rt;,.J�ti;+ G cl;;j,}t r>�r� •,f . r{ x.Y,Z'y4F'N'.' ''l ' '+`'VJ.G+ri, v.�4.�,,t`S.+•� ;',f+ � i l';t.. ,: .. •.s ,4 ?- i:;N' t'<-�'.t2F 9 ,'•t'k'N�J 'd t"))nv},wt'f"+; et'[l .f •t{. t+, 1 7.•r }.,t,t.,y j`�{s r ? f rt'! .if:,,.(,f.•ry.,. ar3� a,-'J,{! 'ic '�, t! �.i y tt \u i a 1 t} r v;t i �t { 'S`>sl Ft�1r '7� r,� "'v,}� 't. !fj r,,tt,, i t .�t tr•� 1 i � 'I , ' '' a r�� r a'1 EfiW({Y� S �rt Fn tiff: fit ; a. ,.i•'J 7, !. �gJ+ laS. S, fP4ri{jil' a't y +`! .'� , ,. 1' t d�. ' t1yl tf��, •} � y si2.�' 1 �}" ), t.fii iL rt�k,,.mt,;4;,4�`s}�tt ;,t 'ri} p J '4x .y�e �d �•i1 v7;.tt:rr;,~,IS?,.r fr{�,p'}i.,T7-:•i 4 ''z. �, , ti.S...,'�,iCi,6it'.�`k4 n tf "_}y. } 4` ' *F}i-e-ry. �.��'1l ,u:+'�Rf,,Ya!{Y,Y�ie��tT< ,�,s is. .S:� r 1 r {':' '?i�•bn:t�:� �� e��t� ,,�� 'e•t ," ti: trt�•t,p:. Stiff�i r^• Yc t ri'�a t; t rwS�}a.yM`� '., ..t£'"; ! •}�'sf..,;,sr; Y•.1 ia}?}',1'�>rG.. e�'r nt:r ) .'+., tf , � .r.y 'i!?„�ixy:.:t, r!(��` n, R tjya�- �} t.. ,� «.� � 1� 7 t y ,.' 1.a, a �a F•i :itP !.� 4't� 1 : ��vi1':w:K,i%VMA.MtriY�{bs}r.^A,ii,N�.,4Wn+,rJwo...v<.•...i...w„w.R.t.ww:,:.'a,,,,.,Nww,n.« .w..nom.. a,.,,r.........,,..�.....•r`.rv,t..:n+,i..tayarc.-+uc+.w, ....... r .t. ', y i.'y, "�.'S,yf ��ktl'S�ai' �'�Y�r^,'��'"r�'# � �'� ,�''i (b) A copy of the most recent CCRL inspection and proficiency P p y sample reports and any } deficiency resolutions shall be forwarded promptly to MoDOT. (c) If blended IP, I(PM), IS or I(SM) cement is furnished a target value for the t .^ percentage of pozzolan or slag in the blend shall be provided to MoDOT, and test results from i•+ a k ; 1 the manufacturer shall not vary more than two percentage points foml the target value. MoDOT shall be informed, in writing, prior to changing the target value. At no time shall the test results ' 'h% � ;f{; show a percentage of ozzolan in the blended 1P or IPM )R�^ P g P I(PM) than the 20 percent or a percentage of slag in the blended IS or I(SM) greater than 25 percent. IN 2# (d) Quarterly split samples for each type of approved cement will be obtained by4ztf`r^y," MoDOT for joint testing by the manufacturer. Manufacturer test results on the split samples shall '' be furnished to MoDOT when completed. � •. J (e) All QC test results shall be available for a minimum of three years, for MoDOT j review � upon request. '`��r.;„��•,'•- (f) No cement out of specification shall be allowed into the silo destined for MoDOT �;-•, ;f �,;;:.. projects. All construction methods,testing and acceptance criteria shall be in accordance with the standards �:,?:}.r:,"�:•��a:; included within this Item MO-610. MATERIALS r ' 610-2.1 GENERAL. Only approved materials, conforming to the requirements of theses specifications, P sh, , be used in the work. They may be subjected to inspection and tests at any time during the progress of their preparation or use. The source of su p ply of each of the materials shall be approved by the Engineer before delivery or use is started. Materials shall be stored and handled to insure the preservation ; rr';ts�' u3. y of#heir quality and fitness for use and shall be located to facilitate prompt inspection. All equipment for haltdling and transporting materials and concrete must be clean before any material or concrete is placed therein. 610-2.2 MATERIALS. All materials, proportioning, slump, and air-entertainment for Portland cement ,'1,',:�J.V•'F ft' ”?. concrete shall conform to requirements of the 1999 (MSSHC), Section 501, for Class 13 concrete and �;zi;•��+�x>'`a' ;? specifically as follows: `F A. Item Sections �t a Reinforcing Steel for Concrete Structures Lea •s�.f g 1036.1 r.ancrete Curing Material 1055 iiterials for Joints '"'°�°`;: R� 1057.1 B. Coarse Aggregate. The ledge stone from which the coarse aggregate will be produced has to ha source approval from the Missouri Department of Transportation (MoDOT). Prior to use of CY i the material, the contractor shall submit the current MoDOT source approval letter to the "K.z {j! Engineer for the material proposed for use during construction. Source approval granted for "all t GY type-s of highway construction (Product Code 1005CACP) constitutes approval for all uses. 11:Lt'Fr a " v K., • �.t ,< ' Sou► approval granted for all types except PCCP„ (Product Code 1005CACM) comprises . ,•„rs �.,,p!}7yN apprt 'al for all uses except portland cement concrete pavement, Source P approval obtained for r:r>v#lsnwM%srecsvto MO-610, Page 3 Rev.6/1/00y . r ff yy >� tt rr� J Tt'.i'•'tt. 9 ,,t.. .t,.r•^rrm}},.. ,•aYYi+c:°d;)�':rfY 'a"'."7tp'-r. �s:'�'': "..'.'".».« y�rrNPr}fpa.w,^'!"!""'""."T`"'''.!;rr�r:�r5�;:�..,,.,i.;_�-t:;,r,.; ,..n.,-.M„r,. ,....y,. ! q,: i. ,irl.r r`,.•;. .. •,F, ,1:.{r., f ,�r � !t°.,htn!.'e. 7•, 'S . •3 tl�b;Rl1'.,},$ {t ss,,.c,;•r .�'•,. , ,^'i`.tly1 '�'{'a )y/tJ,.,'a-,a o.,S:4 ,r ,t `.t Mil."i :r15.^ } r.:,;t+; £d t' h t ft •t rr t t �-+' .i:( r i.'i ^.2. %�. n,r5,�t,r 4 },!-t�l k'tV�.,f ,t r.. t t }, �s i,r:r t ,trr :;r,(.s,a'+, !`. ,:,:' s. 1. � } i• r t t is � .� ;', �'T .•x11},��.u1.,:•}';}�t',�`=i'j:�','f'te,. •�,, r i•t a.�r�. .�< +t L f/fst'• .,i. , '.R.+.f. :{ ..j' { r ! :,, S .R,Y. :v -•Y.Yi.r i �' �-• ff�� Y({y •r a t It n1 > l.,•: n t ,i y4yykC .,.*v- •S�. 1:}ri r��. i W. ..A•.i ,t, `f ) t , .r l rj St }I f. !s F.•r yv '' C _ Rr F•. . 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',J � `yt r. rP, ,!!,' i i'i. •r ,.;r. r;.f.�! y.;_ ,(qY,. ,•T '4 9a. .,x. 1 1*:it'1VY'1':� ,�+1.. r:}pp t..�:yl�;� a:r`•i•:g'((� a�:r r +: }`': : r F' r.ri t i:ttn . � !'^ ' ' -,.t;,»:3.; j � � 7`r'y(',t!:':tl. .IL1 � �;1, ft�' .r. },�'r•t i.. C,x ,F, trrr i s ist Sx �' }t *4„N i " , � J .'7, ,t r 7.• t t' r c'. 1. i ,, t;ii'.,t,trr it 33e} :�a,:it ^.,qr ,etar r ,.�.:1,` r t ;d.. J t i y �. +,,£} .�rr• < t7 '� .tt p.y�T,x; •ry. '��i't ,,;'s' {�['`n trj.;.•�} ,i 'tt r', t ..t•,+. .X h rrt ipa ,c,. � x.,y,, Sr' r',,, �..11; � ��2;�Y,4(h;t i i`pS�(''�(�t•�.e1��y/f,7F. ris', �' •` t .v.. ,.S .. , `r' ) 1 .r r. # ,xira#''d,r•'y} t. � "T�.. a-, 2' r rR r.A rT r,;.•.rl r,`.�." `tYW {t 't I sF ' e .. i t + V,dt V;t<„:S'r' :y:JFx. •o;. ' 1tLi1�€ {,,5�Lif� � .}-i t l •t 1 :{3 S, trtj.r'.1a n!+ y + n',f.jj�l,tt'.� •/,�y' r. f i q,4;f'>• 4� LJ .1 f r' r r j + .rt I,;y�Vt`l �)y`•r`T.�.`yt1{'(.r.•fiy'Y/•f '{t ,.s. �'74.a,t f, .+ r. J,: 1 r..t ft ?.:i tr ;3 jir t'v`'1`•e$7tt:'VS :aqt � r, rtt'i"'r'iF{ 3 Ci.'li tart i T t; rd y t 1t'S? , {r, .bye;;y:i 4t'...:.r {rt !L• # t l?�..� � 4 5•�j4�k`�y. 't�ti4t� {�, �.3 Y�Y'�,�tyf{..T�dtCfi. �.�� #.:"•:, iT:vY4',i:1n,NrH'.lkr x..r.+.i.w.rK.,r+c..r, v.e...^t a,, t.:... .a. 11{, •. , i!. ., ...•,� .. .. _.,. , .I ..... 1 Jk t 4'..r•. px'f�y Nr. h�fr{�(stn y{�;•` '• tt1 r { all types except PCCP & PCCM” (Product Code 1002CAAC) is considered to be approval for all uses except portland cement concrete. The contractor shall submit certified test reports to the Engineer for the gradation of the coarse aggregate. The certification shall show the appropriate AASHTO test for the material, the test results, and a statement that the material passed or failed. The aggregate shall be sampled and ` tested for gradation using the following procedures: y ''uryl4ihrrt':„`'J r t �v d e 1. Sampling Aggregates. Sampling shall be in accordance with AASHTO T 2. Cif ti(;+�,t:•.}�'�r•i�1�; Y Aggregate. ,,t'r to a I, 2. Sieve Analysis of Fine and Coarse A re ate. The coarse shall be tested in accordance with AASHTO T 27 and meet the applicable gradation requirements of the MSSHC Section 1005.1. 3. Material Passing No. 200 Sieve. The portion of material passing the No. 200 : �t sieve shall be tested in accordance with AASHTO T 11 and meet the requirements of the MSSHC, Section 1005.1. ` ,N,n.,' `,••,J In lieu of the above gradation testing requirement, the contractor may provide documentation f' from MoDOT District Materials Office indicating that the material meets specification requirements. ,:=a+ ff%7�'; C. Fine Aggregate. Prior to use of the material, the contractor shall submit the current MoDOT source approval letter to the Engineer for the material proposed for use during construction. D. Material Acceptance. Prior to the use of all other materials (cement, admixtures, reinforcing <:v:± t;;?' •t{' 'N'#y+ `' steel, etc.) pproposed for use during construction, the contractor shall submit to the Engineer the '.i appropriate manufacturer's certification p er the 1999 MSSHC indicatin g that the material meets � ��rr;�,�t •� .',�.;> specification requirements. ? CONSTRIUCTION METHODS ` 610-3.1 GENERAL. The Contractor shall furnish all labor, materials, and services necessary for, and incidental to, the completion of all work as shown on the drawings and specified herein. All machinery rn �,: ;ffl and equipment owned or controlled by the Contractor, which he proposes to use on the work, shall be of �� cp> S€ i,# ti 5 r fri�rt sufficient size to meet the requirements of the work, and shall be such as to produce satisfactory work; all work shall be subject to the inspection and approval of the Engineer. 610-3.2 CONCRETE COMPOSI'T'ION. The concrete shall develop a compressive strength of 3,000 psi in 28 days as determined cylinders made in accordance with ASTM C 31 and tested in P b c Y Y test li Y • accordance with ASTM C39. The concrete shall contain 5.5 percent of entrained air, plus or minus 1.5 = percent, as determined by ASTM C 231 and shall have a slump of not more than 4 inches as determined by ASTM C 143. 610-3.3 ACCEPTANCE SAMPLING AND TES'T'ING. Concrete for each structure will be accepted on the basis of the compressive strength specified in paragraph 3.2. The concrete shall be sampled in .x: accordance with ASTM C 172. Compressive strength specimens shall be made in accordance with r �f ASTM C 31 and tested in accordance with ASTM C 39. TAMS nWr SPCCSu10.611.a,K MO-610, Page 4 Rev.6/1/00 111 ii i I , r o(,�•.' ,.t.u,�f�:;}i,t�+'y I ry'+�.{1t.f�{n,�i'�rFit�r r=rf !{t yt'r.,y rs,�,#}!:.. r{`i��,.'r x,,S t ;`t �,t j' �r ,} .} t J �� / \ . t.{ ..z•.: ttt r \r i p� i ,tar t{a ^�'• r '•`` �=1 �+'rJ:S4.L1'�./„ tt A}r�r�,$'�Yrtpri/Y t.�;;. r r� t ?1'.t ,,.'�i 17 J � t i f;�. t'li S�rn:if z�,.4� ht'@tae,t•,7 r3 SFr wti}�jl�fr„ �.,� .•�.�l,<7,"r Y ;;11'.,�,I�'.t,�irsil(�Xr.!fhf t,.'Lvs.^v..{.�:,t•7�t 't L. �"r .i5 .�' -:iJ, •�t•}itr`",5' �.� r lt'N• t L,t s i i i�+''1"' 1,i'. J.,y-f,�3y. �rk.G rrN,r{v'':,Y`rZ n ., �p pf: .a f ey.''. 1 .r y:4.� 'r.1•n.t t ti. Y�t {. tt r t �'S 1 ti 1 < t) tl y;it`�F t'}�{�,�iVt+ktzt�• a: tr 5�';1. t 1' ��:r•�xJ� .�ttJ4 '� y�Z!=r'Y,ift+F,i��;'`�1� ¢,�_•-. • i, , # { 51`t+f !S• c \Yt. yaF' f d {'• ,s+;i �7.t tr,}. fi1..=�t,4t n�+v• •�ar'1 �. c��•i I 2JJ M ^ r r i .; r �:'ti'c. 1 •�� 5�• �+'jtijvd�1,rtijJJ=rt,"A.!uta"+L�. .�.'l:t s1, y, �t' .,i5r ¢.! .:t '1,{v,rSi# ; 't:,"fJi r'q,.i f" X�t.f t ', Ii :,. tJ�':•i Jti` �°r:�m��t` �"��Jy�� ,. ..al ., Xr+ r .y, Rjr J•• i t ,y r E ",7,�t. JiJ'' �, '.. r�;._ t� •3R� ,_ ) J tl��' :t �. t: ttk ! J � ,,jj�,S`jr,'t i 4 ra 1JJ } { r '+ �� 1 .: t{ rtl.} t ' .t� lr 1 t ,{�tttd 1 y5ff y }4`yi li S: 7'ttir rf'•c,,'�t.k�t nfie 1,�d�'4�,r.� t. t x. ,,'7:...5 w., r .. '.. ..J �' j t 1 S '.,b R d I..ti? .t•x',A,';1t,`'t .i e1 R 1,.�� ..5,' 11 .k.: .tl,.,f,.tt .7,} ,.. ;sM •t,..v',tr.;t.v,. �:,•,g,,l;�rt,�' �'�,,�; 'i ; I A, ..i�.4 r.;t;",�„it .:r't�:t^4�;{`;;'t �'9 of ,y x 5 , '. r� .y a t a ;t r,�,rx�• / t a .t' r _ � '! Iit ta�a,. i 1 44 ,U 4,.4' F97h5, Itst3 �m �y a 1\�}�!•. it rld�.�, i ..,.. ..+n urt }...[h'?PMh'SIY:',1rAk.'r.,.fS=+hv Yn i.w,w,w..r,n...a..,. ..... ._...._..u.w�.w...«.w.u..s,a.w.a.�..,r..«.4:.d>"YJ..'r:s.t,}.`:.Sa: ��2+. '�.tx�{!� SS�i{,r; a+nJdoi:i4tw.tR�i.�Rw7t7d,.o«•tl.sH4i.4wr.w4,...«rw..w.:aw.w..,.,,„w....,..,..i..........>..«.,.,�.. ..... .. fi .✓1f,+�r �,�'!' Concrete cylindrical test specimens shall be made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. The Contractor shall cure and store the test specimens under such ' ✓� conditions as directed. The Engineer will make the actual tests on the specimens at no expense to the ' Contractor. 610-3.4 PROPORTIONING AND MEASURING DEVICES. When package cement is used, the 1 quantity for each batch shall be equal to one or more whole sacks of cement. The aggregates shall be ,1 �' � t° ` measured separately b weight. If aggregates are delivered to the mixer in batch trucks, the exact amount p Y Y g 41i,f .';}i.�`�sr ' j for each mixer charge shall be contained in each batch compartment. Weighing boxes or hoppers shall be :;w;,, ;trr ' j approved by the Engineer and shall provide means of regulating the flow of aggregates into the batch box so that the required and exact weight of aggregates can be readily obtained. ttf�`, d .,F 610.3.5 CONSISTENCY. The consistency of the concrete shall be checked by the slump test specified ` in ASTM C 143. 610-3.6 MILLING. Concrete may be mixed at the construction site point,at a central oint or wholly or in "5^.;t''� ti�:•i'”^'rte'• part in truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of ,i q ASTM C 94. ti :tea 610-3.7 MIXING CONDITIONS. The concrete shall be mixed only in quantities required for rl immediate use. Concrete shall not be mixed while the air temperature is below 40 F without permission E'7,'sXE�r;sff;t;;=, : of the Engineer. If permission is granted for mixing under such conditions, aggregates or water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50 nor more than 100 F. The Contractor shall be held responsible for any defective work, resulting from freezing or injury in aruy ,fik4,, manner during placing and curing, and shall replace such work at his/her expense. Retempering of concrete by adding water or any other material shall not be permitted. The delivery of concrete to the job shall be in such a manner that batches of concrete will be deposited at c� 44j # uninterrupted intervals. 610-3.8 FORMS. Concrete shall not be placed until all the forms and reinforcements have been s, , .. i inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the type, size, ;}` , cG,+>'i ix• j shape,quality, and strength to build the structure as designed on the plans.The forms shall be true to line '``;�K and grade and shall be mortar-tight and sufficiently rigid to prevent displacement and sagging between supports. The Contractor shall bear responsibility for their adequacy. The surfaces of forms shall be t,;;,?;;•' . smooth and free from irregularities,dents, sags, and holes. 'tta,— The internal ties shall be arranged so that, when the forms are removed, no metal will show in the concrete surface or discolor e surface when exposed to weathering. All forms shall be wetted withxtl .t;, K; water or with a nonstaining mineral oil which shall be applied shortly before the concrete is placed. w{ant'wt{Sr t JForms shall be constructed so that they can be removed without injuring the concrete or concrete surface. 4,.,� The forms shall not be removed before the expiration of at least 30 hours from vertical faces, walls, slender columns, and similar structures; forms supported b falsework under slabs, girders, u bt{ ,.fit beams, PP Y ''CI �1` arches, and similar construction shall not be removed until tests indicate that at least 60% of the design'„ strength of the concrete has developed. 610-3.9 PLACING REINFORCEMENT. All reinforcement shall be accurately placed, as shown onk:;. r� .y the plans, and shall be firmly held in position ducting concreting. Bars shall be fastened together at TAMS J\RRc\srCCM10.6I0 57c MO-610, Page 5 Rev, /u�o a 3 ICY !l ins J � rt I,';yl dvu,,ww,-!+^-., - .i':C�`.ii; ,;,;'P'+Y” r—,•;^:•-p-;'"'"•'.;.ti,�d..'�;;;'i,1..�'"''S,i:�:?ri_"�' I�x R ••,.r'n^..'�' z s .r. ^,+'..;T.."^""^•„qv+ �(�pyp:,7�'tl!'eAlwe�^e_Inla`q't•V� 'f,k't ,� r I c 1 ,ys t:f} f � � •< �,(♦ ,}. "J t; I!'pk�tR, -. -7•S'ZT..'w ..- pt 7 "7 F. `i l/ ,dhM .T.. i^ h4�.k.F Nht •fy f ,!`,V"LI 1�1,Yt `4 p , 1,I�,4f� M ` t'r {' r :h's..'I •'s t }' ,:,"{1'. 'r '! <j ! ',yr ;� ..1 i a!,ttil .�1;i'{r s{t, 4 •1 Cx� 7''t$ {,a. ,:j 1t''':.'f!. 'ry 2T ?�i c Ri .R,I 1,r. •, ' ,.i 7 �. t .tih,,e \. .<5. S ! ..'l f.'•t i {,'. tti( .:f )L�j�'t !{.� f' t ti?�f+t#6t• �{�t L✓�r 'i�lv 4yr h'y} R qt';.'+, r �`�l�.f 1: "f..rl�,f'i� `}•„!-. .s4r r� st: st' ., r t, T;,,r,:,t.�l:.'t, 't;,'r: s t'. '4."'�,t^. ,�rt5vi��r+��,,,, �4r�}1�FP[[ i' Y { t'.;e. .t ,.{, `•Z;C:.l4gr,. ,.xx •,}' ,ai'.s:(`sir• , •.r I .4 - ! ;'r.,i. .; „� .,.,t.vpr ,^'t; 2t tt.f .' `':+ SSp.,,S�Y. {.,L• 7%`�',,.. ':y •.��., x s.,1.. r, w1`�r7Y�id 'n'•t Ada t, ,tt;r;, .r.v tl,I r .i:.L , t 7 !, 't .7 is , ,. '�. L •�.x= t k jj � Fr It Vr.�r�r s f�..,'v:'�r.'4+,}7s�Cffi, j� i ,. :10 5�,y ,{,i•,i:J r. :`,^Jtt•F. ,'`"h}�. 1; '' 'S y.,„�,' F.. t .,t; 'r'j'k t' ,•Y, y t J;r }fur j JYr.: ,�" t� y .£ti'} 1 .'t,. .lc� �!!,,'f' 3�. 1' %''.,.Yvtt T.>?7}d F..,Ir,'s• .7r'f. t , s r i •t +,: ;"s {�.,.,, $, 'i (. s'�1•�fr�.:f„ 4�',,�r k�N..�t ..f 1 +'.�: f��. ..`,4„"Jt�,_..r,y,..�.{•- .,:la: 4 s} t 4 w: .:�' t ! S d a .1• f>S 4� .t...., 7f,.•t. r' s f,t .i 1 ,< J.:t Zt...'.t',y'`)I`u tf+." x::L }t.x� 7' 7.,,y, r-l,',ti{.�'� .r+it".,.tit,' :"7a, <H,.,i .(. ,.r+ '• n ..tx... ,' .i'j a..�l+r hl"-;.,��(� r "P'Y {t „�". �'t:�ry, �},i• •".;:'t s;�W.K�f,1Jii.5r,a�".fit 5;ktn1 � G:i K { i�; F , ,t t '�y1>F,if"�.� ��{t.,"1,„L,h !r. ' kx ,1• r:.R'1 k �r„i;� �.7 :,5 : ',i i .t V t t., T ., av;r 5]1 i t .f,x,j,�':•�''',lr. "`+tF?r'\L,°��' ��t •;t 't^^•' ??1f,.,f;,.tt r f .r ��.r 4y'�J<. r •.rt.r a: -y}, ! '�.,F jx{` '{'. 1' , , :s KS.• ,s i �` {`.iP,4,�;a1:{{�i,,)' 44}]5;1�1Y,r,,'j.J,fiSy,1:<"+.iG9,yd�+y.!(�I)::''ii 1 p SS :. alr. = t.t frfr2 tY�xe'�t"� r v Q 52. , r•'�"yr. ;xssx)tT,IK.: r i $Pt1 } +, ;t ' s .. `"!. 'S,:l.•{.r?r';�tF 7s ;'"'r4 '1;+}i },r.�%. t''+;;?tt�;i.�t?lz£'`",'r t�s.fr i:;y}Fh.!t.E.t."J�"r:':�1�,4 ti'�1�1i;..r.,.,.irs,1:ti!'>aP"t a t"i+f.1 i,� a ,s t y. ,r t r ! , ,i t."°',,i'i'}�Ci:;X''sf:t;t•4..,L.3d're;,!c„�4 a,E��:;F;;rf;,P��tr,,'t.'a4f,;,�(.,� F �tr„�+±+4,i.,.rt .p v i t e,'.f n r 111+'` n'c:' it'ii:•F,,tt'6f,`l k.f y"'}t c' Ss3' r,.E�.; ��4�r.5.lti�i ,�N}+ S J r '�. 4. ' .. .. "Y 7` ,C :;Y�•�;•y•,�„)t�qAt< � ��i'„i��'tt•"`tlbr '3#", ;�r� ra}b`f'+r yt�, r t ( ... .. .ti �t�€'��;t�9 r�1t'j51I� t�<�' 1{S•`� 1�• r.tits I�"f i. "z r t 1 BSI 4P • f}},f ��' "G„hwliAtiitln:,,,...�ri�,:.�.:..w... ., .. ..... . .,...... ,.,»sc tt.fkrYKla:P1fl}.,fvz:ity. w.as.rtr'r r, ,.., .,.,....• .. .. ...... ....,,,.. ,..,....•.....,.....:.,._..... ...._.._. ...... .....,,,. ..., .j....1 F'i e�.irr-kx Tyr��.'r;��I Ak?'�-r�'�h'I 1��• intersections. The reinforcement shall be supported by approved metal chairs. Shop drawings, lists, and bending details shall be supplied by the Contractor when required. / e. jV.1 f yyr) 610-3.10 EMBEDDED ITEMS. Before placing concrete, any items that are to be embedded shall be , ' firmly and securely fastened in place as indicated. All such items shall be clean and free from coating, rust, scale, oil, or any foreign matter. The embedding of wood shall be avoided. The concrete shall be spaded and consolidated around and against embedded items. "I 610-3.11 PLACING CONCRETE. All concrete shall be placed during daylight, unless otherwise approved. The concrete shall not be placed until the depth and character of foundation, the adequacy of '_ ' „`AR forms and falsework, and the placing of the steel reinforcing have been approved. Concrete shall be >' y ttt`r+#t,W''.,., placed as soon as practical after mixing and in no rase later than 1 hour after water has been added to the mix. The method and manner of placing shall be such to avoid segregation and displacement of the reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary. ` Dropping the concrete a distance of more than 5 feet, or depositing a large quantity at one point, will not be permitted. Concrete shall be placed upon clean, damp surfaces, free from running water, or upon properly consolidated soil. �'. 113 •y` Ff;,; The concrete shall be compacted with suitable mechanical vibrators operating within the concrete. When necessary, vibrating shall be supplemented by hand spading with suitable tools to assure proper and adequate compaction. Vibrators shall be manipulated so as to work the concrete thoroughly around the �'2jj+�C'.} "{'% reinforcement and embedded fixtures and into corners and an les of the forms. The vibration at an joint a, . shall be of sufficient duration to accomplish compaction but shall not be prolonged to the point where s SIR r%`q't`r segregation occurs. Concrete deposited under water shall be carefully P laced in a compact mass in its final position by means of a tremie, a closed bottom dump bucket, or other approved method and shall ;;; x=- rr, tttr. t :: not be disturbed after being deposited. 610-3.12 CONSTRUCTION ,JOINTS. When the placing of concrete is suspended, necessary provisions shall be made for joining future work before the placed concrete takes its initial set. For the !,�,Nj±, 4 or g rooves, ste p s, ke y s,proper bondin g of old and new concrete, such provisions shall be made f l dovetails, reinforcing bars or other devices as may be prescribed. The work shall be arranged so that a section begun on any day shall be finished during daylight of the same day. Before depositing new concrete on or against concrete which has hardened, the surface of the hardened concrete shall be cleaned by a heavy steel broom, roughened slightly, wetted, and covered with a neat coating of cement paste or rout. t 610-3.13 EXPANSION JOINTS. Expansion joints shall be constructed at such points and of such dimensions as may be indicated on the drawings. The premolded filler shall be cut to the same shape as ^' ti` t= 3 ;'} that of the surfaces being joined. The filler shall be fixed firmly against the surface of the concrete 'titE" already in place in such manner that it will not be displaced when concrete is deposited against it. AM' , P P g its" ,. 610-3.141 DEFECTIVE WORK. Any defective work disclosed after the forms have been removed ? shall be immediately emoved and replaced. If an dimensions are deficient, or if the surface of the Y P Y concrete is bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be g Y P g „t �,M� ► _ ��:.,r�l. repaired satisfactorily, the entire section shall be removed and replaced at the expense of the Contractor. 610-3,15 SURFACE FINISH. All exposed concrete surfaces shall be true, smooth, free from open or rt r r> r rough spaces, depressions, or projections. The concrete in horizontal p lane surfaces shall be brought i.°�•'•i '�V. G M1•i•;'V flush with the finished top surface at the proper elevation and shall be struck-off with a straightedge and r•t � 'D, ` TA9905I%wpc%SPECS%h10•FIrIJ„c MO-610, Page 6 Rev.6/1/00 : e"'!*n+»,�.n..,.� ..�.. z tr.•�^,1't'^ ''t, ,"f�iS'�rf•ss,' :'3y. �. �..�'�Jn,S ;,• `M y,:u .t. .r. ,f� .,��Ji• .1 :��°.{•',, .,'4�• "t t,`Y` t:s •;t ) :t,' 1•;ar 1 i "d 5 .{{x�f+l',�ltif•�{.i(:'c rkt'1' .� ''f i rit 'y� 4��ifi' .4+'t{'�;1,erF,s.>r•:.. `�i{: i�%. r. Itf;t•. , t',. f f t ".f t .'Yt3.. ,t ' "�'tl�k4 'y•tS. .>-� ,s.�, 'jY"l,i. .rit.tty.y yf. r w {rdl.„ .,oy4 • t k' 7.' „ ri r ,. "r'< :.y.. ,..ty 'rt �>, r 1 l•'tl+.?', ',�iwfs�. t� �u,F L >'�X`f^.(?, r 1 S '.� a, J,:`' ,k y C. r 1" 1 r S .;5,. .k•' i r %, .} r?.Sn,' r 3A ,� Y .:¢ (:Y1 •r� fi...i,,'k; t "�`.r}Mi"\, ? f. �..t_7f # �I. It' t' M1 .t. )'75, t. iv' 4 rf't. G':,�v rp;,r 1�fr1• r•qL,: t :1_ r p .t4 I ,„,h .'r.t;�-,. (,q i• ,./y'=F- .,:. , '.:t Al' .j "') ”"d :t 1 (';k;.j.t },;.;./.isJ`,r. rty. st'1fi'.,;vp•., .i .$; %'�..t' ".t s•:.'w t�tlf f'' y., ':t.' 4': ) ',>} { 1 S. 'r; h /7 v.)(r. '.t.. �k 4 ,!l !(�7 t1'pt t°t'i,:5� ';��,y ,1 F++,:'S'`{ :4, .e�`� i',s i't„ r,;�s.j,l'er,1,s1',.,,, 'i S Su, "c: lts '' 2..r.. t r t,, r-: r.a•, }^" 27 tf"xdxt Ai dr t� F JJir ,,�'? IruG Yi41E?n}SA fiF t, .r 7} is Y-ti ?,X111fjt �gg}',r 1 y1.;:r"st;��.s6't.t q 1��.,!.,,.;; lat '!t,j.{ r F' ' } '. .,,t,t. .\,.•' ?r�5".i:�.Y,t415,T"ay„��., fr ,•t,• t' �t<-s,ySi '` .J., I , `vi;;F, s> .? i'�5 � „+!'Y, �+' 7 '„{• 1.,c '”' Olt: 7 Q 4' >It?.',txl"7' �r{' f1'' .5i- 4 .. .. is .c' Li, •�It s 'J { l�,j`� •,+*.i.�''•' i�i i�j!'�;`;Y,yy'��'�T;, Y.. r. , = J 1,t,1 t f? 'jf•,S�t ,ti i;,+6�b tt t+:�, r..la, ' d,�1 `S1 }.';,. nn{w. H.�rA}IyyhM.•f lY'/!.11Y.'M.JIUYft••'tllvY•fY>'rr,T.'t TVRw^nr+.,,ry ...u...w,x....w e•ti•aWwN+MR,.ew.wMai.w.4u.rave..(.�..rA.v..I,GiSltu.s.:.U1k , 1k .,'}'•V C t !! 1 Y rilY,WiWJXE1Alb'1'�1Yii 111M•N'fHbl4iMMrWIM'ru.4ww'..Yn.•w.irw.. Mwu.r...,«FU.• wA.,;..�. ... .. _i.. � t. �sii g LNtLt4i4t�j7t ' l floated. Mortar finishing shall not be permitted, nor shall dry cement or sand-cement mortar be spread r i over the concrete during the finishing of horizontal plane surfaces. When directed, the surface finish of exposed concrete shall be a rubbed finish. If forms can be removed while the concrete is still green, the surface shall be pointed and wetted and then rubbed with a wooden 'y ;t float until all irregularities are removed. If the concrete has hardened before being rubbed, a carborundum stone shall be used to finish the surface. When approved, the finishing can be done with a rubbing machine. �,w ��„,a;+,.•, 610-3.16 CURING AND PROTECTION. All concrete shall be properly cured and protected by the Contractor. The work shall be protected from the elements, flowing water, and from defacement of any g g P sufficiently during the building o erations. The concrete shall be cured as soon as it has sufficient) hardened �. . . by covering with an approved material. Water-absorptive coverings shall be thoroughly saturated when c., placed and kept saturated for a period of at least 3 days. All curing mats or blankets shall be sufficiently t . ?; 'I weighted or tied down to keep the concrete surface covered and to prevent the surface from being I exposed to currents of air. Where wooden forms are used they shall be kept wet at all times until "��' "�``" removed to prevent the opening of joints and drying out of the concrete. Traffic shall not be allowed on concrete surfaces for 7 days after the concrete has been placed. 610.3.17 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in concrete shall be installed by the Contractor before the concrete is placed. The pipe shall be held rigidly so that it 11I will not be displaced or moved during the placing of the concrete. y+,. yr,-� }z��%'•: .�•? h. �>}`I..K.r1.5�.''iN�,tij Aa�: };1+}`, 610-3.18 COLD WEATHER PROTECTION. When concrete is placed at temperatures below 40 F, the Contractor shall provide satisfactory methods and means to protect the mix from in ury by freezing. The aggregates, or water, or both, shall be heated in order to lace the concrete at temperatures between P P t;k�,43>xd•��;�}�R, • 50 and 100 F. � �"I if•,,� � ':s�N�•�`Uo�'11'1 t"ia7i!`+•' After the concrete has been placed, the Contractor shall provide sufficient protection such as cover, _., canvas, framework, heating apparatus, etc., to enclose and protect the structure and maintain the J temperature of the mix at not less than 50 F until at least 60% of the designed strength has been attained. f; 610-3.19 PILLING JOIN'T'S. All J oints which require filling shall be thoroughly cleaned, and an y �,•t��f'"a�^7 ',.'' r excess mortar or concrete shall be cut out with proper tools. Joint filling shall not be started until after final curing and shall be done only when the concrete is completely dry.The cleaning and filling shall be ;ttttt carefully done with proper equipment and in a manner to obtain a neat looking joint free from excessT, htn�;r:_F"; filler. METHOD OF MEASUREMENT F J 610.4.1 Structural Portland cement concrete shall not be measured separately. BASIS OF PAYMENT 610-5.1 Structural Portland cement concrete shall not be paid for separately, but shall be considered ••. , subsidiary to the items for which it is used. 1` f•t d, r K,ry 7 t'1 1'I 5 .'w` •` by c. •.��;.. T:%9SX131%wpc%SPECM10.6)0A,c MO-610, Page 7 Rev.6/I/00 , t i ,�v�'��K:��`f>ti'�`•',=1vi," iN i'.'T...+n-.'.r..,C'....,y�'n;w”'Nkwu:149�Ft'�f✓ �{G1�+Mf?"!!'°."""."_.��'�` 53' t.'FC' .^q. a�n'AT,;.i;•t.=jr � ;i�. �Y,fii�,lSfIF'ouK":�r0 '!� .( } ; ...�:��jt�?. ^� a� "''i'. :',r ,`i 4'.;!";', i !el :(•r. I' .X:al. t�, ,1 1, �. jy s}" 1s. ��1'4'..,:,'J;',kj4S�., roses',e�,, h` �. � �.,"i'r' { a ��. . s 3.• .t, i� ,.{•,�...�iis i 1'�,t°. ppc. � It1 t � t I t. � 1.t t t. •f 3 ta••rs. .1' T �' �Y'ii�j 1 ,�� ''{' i.,I'C ! 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'>`_'rvt>i; ii••€'y.4y:%�:s ,. ,s .'„j'. .t r �'' ?7('crk,,,t(1�a�'�,3�z'is'sr�"td•?i,'xx .,i':" _,z,..y?'. .:,F,,},r,?;' .,' ,{ d'.:I .., f y r a y.� 1v7ki .�,. 1F/ •��.t �'��'� �1�r ,. k.,i .il1h�.�p. �,y.H,.1,,{;�te,r 'z-� -t r ,.�' tt� r',sl..a.,,:.�tt",�..".: �r�2 r •e,,til �,�r�tf k'` 77, {'ttt,aL{':tl,r y f„�a ti4 1 Y ,.,�L t t ( �} 'l T ^.�LY;1f I*flt'0` }{ 9.�j�J,i,CY"3• S. }lP lti.�` ;.$�,`S t� ;5'.ff�.tL}rr .t.,�fzJ# f� r a ', + 1 r' �r f7 , �� r.. 5• 3��t� ;+`�y, 7 'a �� '�}}''�4��}t><b.y J s��v.t if i t .•'J 4 -, , ¢''n� �' t x, F�S� .:F'°aif�' iJr� Y. W."'%''�,. na2•l i mFl :`t .,t G.. ,,,s, t .F. r 5 e .r, r i r'.; + ,.r ..+ i .£t: ..It,.� 'wyt t � y'?',i,�4 'i1r ,.a 3� t1r t.�rnj. i S}f:t ��r r i � , r r ' t. }• f 3� r .i �1r.:,r{ ,�d�tl '1 � ., r.Ft2,,4.ls�yttl ?t ;. � •.. ,• ' x . ' .. . ..«..,+.,..........: '� ,... . .....,.,....,,. .,...,r,.......r,....,�2..c.,t..a.'..<aai...w,..:t:.x.Sru,{v:'" P h 'G, ,,;t':'�. ' t4 r.: a .,.:: ! ,.., .,....... .__...,.___...,.. ...wRr<I!�i•.�vfrlTrx�Vh9.v r+tru�w.+'l.r..-..,•,. .._.✓;,-.., �w4AU'��+tIEr�Y1,tdt/f�6?eibld.��3t►i�tenl iucE«ww.w.rz:w`islt+»'aiv.,.u..:.anx,.w..r,r... ,...,.t,....:,,. �Fi°yE I Y JJJ rr• 1 rF rr r}rii;;aS;;Sw+;t Al ITEM MO-620 RUNWAY AND TAXIWAY PAINTINGxe'ytY}IJ a {{{ MODIFICATIONS TO ITEM IVIU-620 � �' ��''i t7` a't�a2 a Item MO-620 Runway and Taxiway Paintin is hereby amended with respect to the paragraphs and ';,;;P�t•' sections cited below. !fi` "' All reference to solvent based paint is hereby removed and its use is prohibited. "7,`,�1{{ TECHNICAL SPECIFICATIONS DESC:RIPTION 620.1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on theytn plans, or as directed by the Engineer. MATERIALS 620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test reports for materials shipped to the project. The certified test reports shall include a statement that the '`fkfz-sr"m: P f. �'4"' •yye 1i,�n materials meet the specification requirements. The reports can be used for material acceptance or the Engineer may perform verification testing.The reports shall not be interpreted as a basis for payment. The 1. Contractor shall notify the Engineer upon arrival of a shipment of materials to the site, ccordance with the requirements as herein specified. 620-2.2 PAINT. Paint shall be Waterborne in a Paint shall be furnished in White- 37925, Yellow -33538 or 33655 and Black- 37038 in accordance with Federal Standard No. 595. a. WA'T'ERBORNE. Paint shall meet the requirements of Federal Specification TT-P-195213, �;�/ x Type I. t. 55t}}YYYy""�`+y l..Pl•; !3, b. SOLVENT-BASE. Paint shall meet the requirements of Federal Specification A-A-2886A ;�, ?x�s;?;;ri�y; ,,, 'Type I. . ts of Federal Specification 620-23 REFLECTIVE MEDIA. Glass beads shall meet the requiremen and/or flotation =?'t TT-B-1325, Type I--gradation A. Glass beads shall be treated with adhesion promoting an yP g .F.:i coatings as specified by the manufacturer of the paint. 'rsa CONSTRUCTION METHODS 620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry `} and when the surface temperature is at least 45 degrees F and rising and the pavement surface temperature l?' is'- at least 5 degrees F above the dew point. Markings will not be applied when the pavement temperature �r g is greater than 120 degrees F. trlr.pny ,,Ra TAV9051%wpc1SPECS N10•62f)tk$c Rev.5/1/0] +` II� MO-620, Page 1 ,+-,.��.: t '•(`7.�r �. 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',}: } t:Sti;;+ter. `,.�' s! r `, 'tC rr ,.. .._x �f c: .;�. r ,r: •4:rC.'t r ,i'+,"''fi•;�i :t. ..Slt } (M ..{.��,� .Y'.1'f,, ,,4 r1 4 4'f°. .t'�:1'�,� .,t ,''.t r,,.i!�',Y'',�'• ;r i� A.,1�� h i r/i T�7 i%�r-:.�•E•x•,t}.NIi1�;� .p. 1�'y°µ ,�5�, .,c �:clt :.ii ,ft.. ,...,V �'.'::r '.t,•.. ,..tt ,., t t " ,t ..r.'.'. r . •'{, .. .` ,. ..i'.. +'rr.. ttr, Ir- t1�'3ky.i71 Yfrl�>yi�Zi��'`t�r.1�ri�t `�� ..>.i d. .t�+r` ::,�'.�h£/,Zt•c" ,fr �'`.Yt`M;' 'a" 'tti*5, .•{. .f.v!r }'f, r.,! r Ii %t + ' ski.rTy%'.tY�'` ly :'t, t:' ,.$ Fu )) a4_ 1 fi + c a , sv �tfk`�t'"`t§?'. ,fir y+�},fi d '�'��,,.. +'.,'r�,�tv!• ,STM�t�`�,{.?J,;,�Y�,{r`t;�{. i art ' �'i r }` `„t` ;'' ” 4 ,, 11 •}.F � , rtz t'r r Y�},�.tY�i�,,tia �� ,!'�'��z�i< 4 ry ,;�,2 uy .�� t .�, r .f. �t. }s r t ,.� , ,, .1:' t 1 ;,' � £i 'J�,• ��l,s{, .�p',� +( 'f.'•"t f3' i£,k `j� '��j4 'y r..., �tt yav P A fl •t'�':rX t t5 �sr„�kt 1�EIYc art., 620.3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine. a bead dispensing machine, and such auxiliary hand-painting equipment as may be necessary to satisfactorily complete the job, The mechanical marker shall be an atomizin s ra t e markin machine suitable fora lication of h ' j'�" g P Y- YP g PP traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall apply r- markings of uniform cross sections and clear-cut edges without running or spattering and without over spray. �.' t} {Isv. 620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surface gt shall be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the band between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing or by other methods as required to remove all dirt, laitance,and loose materials. Paint shall not be applied to j Portland cement concrete pavement until the areas to be painted are clean of curing material.Sandblasting ' _ . ' or high-pressure water shall be used to remove curing materials. ..j��,�;.�4h�.'�•St,,,�r�:;"� 620-3.4.LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint a '<<t<:x�"''^ •" • ' application. Glass beads shall be applied to all runway, taxiway,taxilane and apron markings. 620-3.5 APPLICATION. Paint shall be applied at the locations and to the dimensions and spacing t PP shown on the plans. Paint shall not be applied until the layout and condition of the surface has been approved by the Engineer. The edges of the markings shall not vary from a straight line more than I/2 inch in 50 feet and marking " ;'''.,, •x1r'ss.':` dimensions and spacings shall be within the following tolerances: ..� 11 , 'f1Y t�i:tlltnN't i'f ' Dimension and Spacing Tolerance � 36 inches or less +/- 1/2 inch Greater than 36 inches to 6 feet +/- 1 inch Greater than 6 feet to 60 feet +/- 2 inches b'3 r�fix: Greater than 60 feet 3 inches tl �.ta r1 t i n�T''.�•' +/- The paint shall be mixed in accordance with the manufacturers instructions and applied to the pavement with a marking machine at the rate(s) shown in Table 1. The addition of thinner will not be permitted. A period of.thirty (30) days shall elapse between placement of a bituminous surface course or seal coat and application of the paint. Ave, The paint shall be applied in two 2) separate coats for all markings greater than 6 inches in width on all pavement types. The initial application of the pavement markings minus glass beads shall be made at 1/3 the full application rate. The final application with glass beads shall be made at 2/3 the full application rate. A period of twelve 12 hours shall elapse between the application of the initial and final coats. Aif-� r,. the discretion of the Engineer, this time period may be increased or reduced depending on the drying conditions. TAIMIS1%wfw%SPF.C5N10•b20Ax; Rev.5/1/01 . ' MO-620, Page 2 r r Y, v �- ��.�--^rte - ^^T*..�M� r! +w•T*�t ---, «li t �l r ;•i;}�• ;1�. r1}'i"'iii 5'x4"!. $7"r "yt {iS,tt :4 +:g.. '� .Y':c a'f.":,r'�:.i .ti ,+�1>'P.;' C'.t ,. 'S Fy'4,+i, 'Y7 ,`Sf .r. ly .'7�• s x+t...,�. 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' .,ti. ., .x ` it !vf ry\3!.�k"',., 5G ��yri n .r .kt.r• ,�:at,�#f} , Yy��k.�`', ;t! t�'<t .1, 'r, r / f t i "'M U, +p .f•;(fr�,�.{t+.r.� {;r3.:..tZ .t �..,g,`";..,:,,p. �� ..: '� i ':•',� t >.,f}5.+� 77'i' `�.i1:iy t'Ll, ,P rgr ' a !:t� .'!� i , s', ,i� ,t `* A !li { e l�, 4 z a1�Lc4,�`{•`,Y uS'�cYR�� •��'t '�.f;tft�t'1 7�',4•i�x�i{:i�r�t�1.1 r'�> t }�},;tt ! r,'� x f' S I t � ,.t' ,i S r{'....t.pr.t yH,j4ta}1'.,r��.� :W.�r i,.t df ss�'� ,a{•�q*�ti�l,4}''�l('`"<{ R•�°�L5 i,t1�'t�ff4 l '�. `t °t. 1�a}M{f'a ,J.?rrt{�k��l} l Y� r+l� ry3'1L>'iJs,«T'r ri�.y�`r„i rs3!n9�i,+�. r �tt,, i , .. ., .'.f, t t{. r .!j.^",i .4f tr;,•(I'V''�tt �i{,t'itt.`. pi,4.t1.n t4''�'1 n�£• VA" i >4. {y s< ✓ , t i ,s.Aa M'{ �'�r'','•<4 ,kY}•S{r,,i"_+*;�x7. �` s.'.F •' , �. ,1 "fts t r , r is 4s t u n., a ,t W. J.� ,L�'w�.Y1+}�WW6�'N�>ta+iii[:w,.w..iw�:c.,i.i...4�,..,..�.w...w,.....�,,,.._.w...._..... .. .... . .._....,. ,.....ri,...x!4t{b�.�tMItY�Yt'':Wtsmrtu sa.•Y.xf.NS.fww.ss..«.,.««..+,..,.«........,.,. � . _....,............,,-,..........f� t.. y ',�'!F.,,a�� 2 3l t TABLE 1. APPLICATION RATES FOR PAINT AND GLASS BEADS Glass Beads, Glass Beads L' Paint Type e I Type III Paint Type Square feet per Gradation A Pounds per gallon of gallon W/gal Pounds per gallon of paint--lb/gal '.i .,.; aint—lb/ al Waterborne 115ft/gal 7 lb/gal minimum 12 lb/gal minimum .a R. � maximum t Solvent Base 115 ft`/gal 7 lb/gal minimum 12 lb/gal minimumti,�' ' maximum Glass beads shall be distributed upon the marked areas at the locations shown on the plans to receive glass beads immediately after application of the paint. A dispenser shall be furnished which is properly );'rl designed for attachment to the marking machine and suitable for dispensing glass beads. Glass beads ` 1:±± ''z,'`' '<:;ti ;.'-. shall be applied at the rates shown in Table 1. Glass beads shall not be applied to black paint. Glass t�� ~,,�,"aft}nr,�,,: beads shall adhere to the cured paint or all marking operations shall cease until corrections are made. I P g P ,�. All emptied containers shall be returned to the paint storage area for checking by the engineer. The ryr+�N'ysEw2�'.4,x;s.r;.L containers shall not be removed from the airport or destroyed until authorized by the engineer. 620-3.6 PROTECTION. After application of the paint, all markings shall be protected from damage i until the paint is dry. All surfaces shall be protected from excess moisture and/or rain and from disfiguration by spatter, splashes,spillage,or drippings of paint. , } *� t. METHOD OF MEASUREMENTt `�h`;� fit 'A•L�4.,s S in Y'1'��'` 620-4.1 The quantity of runway, taxiway, taxilane and apron markings to be paid for shall be the number of square feet of painting performed in accordance with the specifications and accepted by the Engineer. i ;'?, BASIS OF PAYMENT df.tnS Ms v''"t 620-5.1 Payment shall be made at the respective contract price per square foot for runway, taxiway, n, `i�ti"(/iXP; 4i;" 1 taxilane and apron painting. No direct payment will be made for reflective media. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete the item. ti, 14 L �,r j•'fy. br Payment will be made under: ' �{y ' l Item MO-620-5.1-2 Pavement Markin g P er square foot TESTING REQUIREMENTS ASTM C 371 Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders ., ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup t gat ; yI? 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J r .1 �.t !h2 JJ/�.5,i,i`��f .+' i�c,,pr•�e' L }:j ryi,Z,Y�,.�1{({, � 1 .i>.' r , €,a a4,.,ti T fS?4'.`�'il:,t.;fj� Y,�e^t•r �;{,t, , ii, , s rt t .i '' .•} , t.. �r�)•I:{J}r J'�}f�ny'7Y}..7+K '°.f+�i" Qa7`� �''} kf�i"!t'S`i={'•`j rr'A,f'�•�"s yl;r.',''(•,f, ,t t t 3'` i B. ,,1; .1;?>�s rr r y,�?n Ja §,�..�.u�}�zti,'y+}�'. � y�«.r :,��r;r;?.,�.,,i{i{.;#•' ,,;gin.,. f� 1 ). k :r `r "r t {, { J r r y2 �»-r4 zap n ;,j,; ",. r�isihi+i.�.4wlrn.:ia'w:wr«nu...e.w::a...a....s....,h..:...,.w.,.-a,..w.....,-.,.n.,.,.......'._, ..�»... ..,+..*, .e[f;sYrl\b•»1t.Tnr,ar,.'ar-n•r.. ,.,.,.....,.,,.a.«w+.,.J,..... ...... ... ..J.�w.M.wwW.w,"k..bil.i..aL+,.NaY..,Awr.Lr..i.!•r«°47..1�/wILS�.iSt+}r � "�i ,i+ 1 ( J s 4p ITEM MO-901 SEEDINGa 1Y•� 1 iz DESCRIPTION t rr i� 901-1.1 This work shall consist of preparing, liming and fertilizing seedbed, d the furnishing and s a see an R«fir..,�.1..•a�'4f:;�'::.':.`. -, seeding of the areas shown on the plans or as directed by the engineer in accordance with these specifications. All disturbed areas shall be seeded except: (1) sodded areas, (2) surfaced areas, (3) solidr4� rock and (4) slopes consisting primarily of broken rock. Disturbed areas outside of authorized t `YF+: �'.Y��• ''fin',:}4S',i �-,-� construction limits shall be seeded at the contractor's expense. t"�r'119�a,;''1 } + '`"t MATERIALS Canada and comply with 901-2.1 SEED. The seed shall be grown and processed in the United States or ,•., . , the requirements of the Missouri Seed Law. Mfr All� r Seed shall be furnished separately or in mixtures in standard containers with the seed name, lot number, • .j `' net weight percentages of purity and germ ination and hard seed and percentage of maximum weed seed content clearly marked for each kind of seed. The contractor shall furnish the engineer duplicate signeds ' --, copies of a statement by the vendor certifying that each lot of seed has been tested by a recognizediY`�r;s°�r�' laboratory for seed testing within b months of date of delivery. This statement shall include: name and y�'t,+• r.`t t:s,':"'I address of laboratory, date of test, lot number for each kind of seed, and the results of tests as to name, percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, f�k��)L°�}��{`rc s tY'.:� 1 dvi3 Sit�•``f3yV:r. �,:,•. and, in case of a mixture,the proportions of each kind of seed. r.��.•,�:.} �;[r�. ;.r, rt.,j��?>�•kK Ft,y1Y•r�f The seed shall be applied as follows: Seed Rate of Application lbJacre q;t �! %ttyyjMTr: `f 'fall Fescue K-31 30 { r Red Top 6 Wy rfGrtHJ'i{f The following percentages for purity and germination or pure live seed will be the minimum requirements in the acceptance of seed, unless otherwise permitted by the engineer. .,,^�l ;•'� ';{irkq"t'�i r�•e4V/�?i, Seed Purity Germination Pure Germination* Maximum Including Live Excluding Percent _c(` Hard Seed Seed Hard Seed Need Seed _' Redto2 95 85 2.00 "n, ` Tall Fescue 95 85 2.00 Does not apply if unhulled or unscarified seed is specified, If the specified quantity is in pounds of seed, no reduction will be permitted in the specified quantity of seed if the purity or germination, or both, are higher than the minimum required by the specifications. If . the specified quantity is in pounds of pure live seed, the pure live seed quantity shall be determined from ` ; ;. the actual percentage shown by the supplier for native grasses or by multiplying the actual percentages of purity times the actual percentage of germination including hard seed for other seed. �(a fiJ �4 F4' Y s� �rYV `'• TA99051%wpc%SPECS%M0-9111Aru MO-9U1 Page 1 Rev.2n/0t , 4 .tY'A1� , .�. '.•'t�l �4• �� b �ytlbj`t.,. a ,r,n --,r? F.-v",.�^,n:v ,w� • ;�s .S S "`,'f,', i '!o.w.aa. fit'...+,-wn.•r"^""t n.i?,...iX..-,.;r. "'yy, yrr,,•-n•�1ii,tf,�.^. T vr+F'{ :f i•'r ,,f.: 4 ,t��y is„�-;+jai,. -',S .{,{r�.. ,c�r.. r!/ "��5�1 e •f,t;cV`}:,i',` .,..tr'R!Aat 'a"!;.�� .y l;'•.�`i�:i•e ? s•.�.v{:t�.t{`�,1 .r} y"� Sf �,�; ^} µ .x;'W''=i+1 {Y.sl I+,�14:7 .t2R ,,,i,•t ..1 i k 1 !�"n 7 , r.:rr,.! i,{! ,,:;'JY. emu, t , ,�t'{�'r• 't�.,,%1:�„ra '{•,3; t {: �'q. 'h �'`T:.t•,'},,u fur ;�j�:•Z?'t±GJ J . 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'i r 'r 1, '6 ,.. ;`. � ',h.'�';h.�.. x y L 1"•, ':�.'3`."t,`.FI�,y, :� ia�"''-i€""•'�'S.'t�'..rs„t,r.:,r. .',., \: •3;.r e. .t. t. ;t a ,li; r „11�` ,1V. i'� ) rti'a { y � � '7, t. .r' �:2.: ,$', ,�Ytr, 'sr"yr 1,, i ,?'i,�✓;�'`,•><Y J. i„ =y. .,'J. it. S;1.V.i .;.. .r .i rw .t,.,Z ,',1, f.•.p .�,},'ent. ±i. •icrne�� i {�, '•lf�/ { n.IR1 11, "r :t� :.1 i,j { 1 •nr�rl�r ti.r�•7'��:.f>,>c r?�{rs!{'EfYt,:��:'1f.!r�,�.�r�':':y.4.,•;.,r, --jet.7 ..!. 1 _ s r� ... ... f.,..r .Ttr.., s...�•�.y;�4;�:1 i.i>T�y�F;{ s;:1'r,">,tr},,.it•:.:t:.r,..,4#i•.t�$f 84'a f x�'G�,i.1�a`.,s��11}��'{,'2 t.n,..,St r.,�.k 3 gin, r` rya f• 1+t.�'.°t.u✓p.t•: •� j,• `� Fr r rtt:,. �t 1.µ',i !#,,.�'ifr'�*iti��”^'�A�hit'tlafJ}t,��i> 't r�`,•''c• `!7,•t. �•,ir .. y+'i. ,n�i t >� } .ir•: 1 - ri , .. . ...,,i � si r. Y}�i$ y...�tJ r }� I 4 r .. c � �;r hip'+ l�..rt r�,�trnit�t.�t"jC t, :. �' ';r ? .. 1 .7l,7 Jt• >}�t4 i• r f PS�,yr�(,�7�i��,{1,. .. t,'tl�� <:t Y,`nj{floe { .'s{ '' .• `' ¢• f j I r. �.r,tt+li}`�(p�i:S i. ..t3, '�g Sa�f{.�r:.t 7{ sS rate}.r'+'�•a rr�t'/ . 'a`r', .a r.. ..� yl: 4;t�k < .,�'� 3�•�:�:;" ¢,+�•�'1 { �zn' .a`Sr 1S.fip r - +.r .r. t .s r.d'f �rvti ;}a 4/ir xJ�i ��:,•3:�. JS 2r ro--'ss)s p C � tr-✓:,I ( f it .�+;. 0 1'�}:,�t}e�"�')i.�r'trr i '' :1` � " ,•.e .�„ ,.�w��i.'3+.S t+ 2� t{''yJ'��.'��'��$`i'a.4i"�,v _.h•:r.fY a.a;,,.R�d¢7'!:[1 i#;M•.J rl.l.liv,.,w„r "...,..,...... ,......,..,. ,.,.:.....__.(• - ,h z�(,?y¢}44�+,.,IIK `t,l.,. cJ All leguminous seed shall be inoculated or treated with the proper quantity of cultures approved for the �-- particular legume to be sown. Leguminous seed include Alsike Clover, Korean Lespedeza, Red Clover, Sericea Lespedeza, Sweet Clover, White Clover, Hairy Vetch, Crown Vetch and Birdsfoot Trefoil, } F t L1111 #”, The inoculant for treating leguminous seed shall be a pure culture of nitrogen-fixing bacteria. The 4 z containers of the inoculant shall be plainly marked with the expiration date for use and the manufacturers x. directions for inoculating seed. The process of inoculation shall be in accordance with the manufacturer's directions for the particular species of legume. The time lapse for sowing the seed following inoculation shall not exceed 24 hours. If ;i.:,;�yr¢:->; hydraulic slurry seeding is used, a quantity of inoculant equal to five times the normal rate required to ; ,t;?1 inoculate only the legume seed shall be used. The inoculant shall be placed directly into the slurry and '1 ; 4' s�. n ,� :.:.� thoroughly mixed immediately before seeding. If other than the hydraulic slurry method is used, the legume seed may be inoculated at the normal rate if it is to be sown alone or if the legume seed is ,• i, 4. ;?}, inoculated prior to mixing with other seed. A seed mixture which contains a legume that was not y (� t{`YR`. inoculated prior to mixing and is not to be seeded by the slurry method, shall be inoculated with sufficient r x,� r �.,. .." ,I Al 14 1 inoculant to cover all seed. 901-2.2 LIME. Material used for soil neutralization, unless otherwise specified, shall be agricultural } lime with not less than 90 percent passing the No. 8 sieve and containing not less than 65 percent calcium i•�i" `�-;�'�''?�^' carbonate equivalent. The rate of application of lime shall be that required to provide at least the quantity of effectivetaxGi"l ;; ?. `:` acre. The quantity of material required to provide the specified neutralizing material of 1,000pounds per q Y p pounds of effective neutralizing material per acre shall be determined from the producer or distributors ,• ;=a `{ � ,�°;;:'. certification of analysis furnished by the Director of the Missouri Agricultural Experiment Station, �• 4 t ,t„ Columbia,Missouri in accordance with the Missouri Agricultural Liming Materials Act. t The engineer will determine the effective neutralizing material per ton of liming material by the following formula: .4 y „ ° ” .lt, tP4"i,3'.'t`Is E.N.M. C.C.E. x Fineness Factor x 800 i 100 100 1 where: E.N.M. is the Effective Neutralizing Material per ton. % C.C.E. is the percent Calcium Carbonate <,;:,jE „ :f.: •.;; Equivalent as determined by Association of Official Analytical Chemists (AOAC) methods of analysis. Fineness Factor= (% passing No. 8 sieve and retained on the No. 40 x 0.25) + (% passing No. 40 sieve and retained on the No. 60 x 0.60) 4-(%passing No. 60), Gradation will be determined in accordance with p g °•YxF AOAC wet sieving methods. The 800 is a constant represent the theoretical maximum quantity oft,i ' qi calcium in one ton of lime. If agricultural lime is furnished as a commercially bagged product, pelletized or otherwise, with a , guaranteed product analysis shown on the bag listing the elemental properties and gradation, the E.N.M. shall be calculated as specified above. Material may be accepted on the basis of bag label analysis. t ;�1 `• 901-2.3 FERTILIZER. Fertilizer shall be a standard commercial product which when applied at the �s' a a. •r ; proper rate, will supply the quantity of total nitrogen (N), available phosphoric acid (P205) and solublet potash (K20) as specified below.Material may be accepted on the basis of bag label analysis or supplier's certification and shall comply with all applicable Missouri fertilizer laws. Nk} T;%")51Nwjw•%srecSM0Ai{{.aM MO-901, Page 2 Rev.211101 { •,�¢• eKge�wv`!'""'tl.a,r""n, i'•+!r�^'�r tt.'h4i1' l�d�'P Iww.w+.•••.r^'r•-r,T1r+*n n t•'(7+. re^a«,aCtawtl/t7H1;17YiN4i i.'�'dN43r7('i?Dili."*'JkLif?CtNk2'¢C„ 41(Ripi?s!! yd �y{i� ,.x J .2 f �S{ ill-<i.�•.�3 i.} i".Sr7•.4.;S ts.f •f.:r;.}:'kl l ):.: f! ', T.. I , 1.: .1rj.ts4>`.Fir¢(. :,a „"{{''. �,fiZA,z,,Y•:a't .R .7.r .%1.��{(`7: z.0�x!^.r�3 r� }. r,��di5t:{°••�liiili�'I7 i4#t��;n�u�}'i*St�<✓ .i ,.i. w'f�t.t t d+ r t t,4. t �, r: � ay'; �t ij,t f,t.'r'ii4;;i%'f;1t{�{�:.4y >`�'1X�. �g� �; '•� �rc, 11411��.At " ti sl...S�„ p, f•:,,ia.r,1r 1 "1 ' { -�'` 42r �• � (Y''4 d,.,".:<.rf�{, .�i4.r .{ f .:j.,,., r li✓ r, y tl'' " r 1Y',t` !.. 5, .Si r tt ,`�}'�(pd " tit!,5;�`'r�L �t rr�t7E}�;r •,it{t i v'. 5`iK��i iitAlrry�,aA, , T t t P �ip�ftr + is W C Y3� ti5t 5! 1> 't ik, $ii�Jt�'�'.I,:'ti!1�:t.F,1 I L l + r.i .t t l y c'. f�} ,.1.j•��t i't 's(k w J '�''l ..,J. 1. ,. ,..�s'rr�.o"si'rc'rt + .y. <:. ;.'• 1 ,.i?.,j.tS .?+y,.'r)`�{ iY:S,•'.;t�;{}r �'t;<•..�t „n1 1 . fy4'1 tVAV _r Pj t pir rD i'al>�lf ark 4. ��,4:s'Hiri4+,MWYi<ytJiNN•MhW:.wwl. »,—a....,i ........,...a. w....n,...,...a,.-w:aw.. ,,.:.w,rK-.,, ,,.1...,,.,s mwn,, n,Mt 4, :......":."5u,{:SwC'K,Kr,!+r,a o-.,.... . ...,w.,,.«,-.... .. ... ...,-..._.,,.,.,..a,w..w..�...,W Jy..«.:,.�..L.1yww.,.a..�.Wi�:{�t'�F,'rJ f�j,Y 1"i •�'f�� dC.�nat��fiJCtt., J , rT it di 1 Fertilizer Ibs/acre Nitrogen (N) 102 �r yl i Phosphoric Acid (P205) 102 Potash (K,_O) 102 li t. 901-2.4 SOILS FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired shall be at least f ,rS x ; of equal quality to that which exists in areas adjacent to the area to be repaired.The soil shall be relatively � r free from large stones, roots, stumps, or other materials that will interfere with subsequent sowing of seed, '>+ :"':' compacting, and establishing turf, and shall be approved by the engineer before being placed. ;) CONSTRUCTION METHODS 901-3.1 GENERAL. After grading of areas has been completed and before applying fertilizer and lime, ��;7:-�k'•' ; d + areas to be seeded shall be raked or otherwise cleared of stones larger than ?_ inches in any diameter, 'k'; ficrF;,`t� sticks, stumps, and other debris which might interfere with sowing of seed, growth of grasses, or ,;;r subsequent maintenance of grass-covered areas. ''31� v During the months of December through May, August and September, all lime, fertilizer, seed and mulch shall be applied to the finished slopes. During the months of June, July, October and November, lime, fertilizer, seed and mulch shall be applied at the following rates: a4� =`t!':° ' !)� rr:rS r tC�• ''� Lime 100 percent of the specified quantity x sitl3n'' ..,� Fertilizer 75 percent of the specified 'fir r.;'.,r4't r•• '¢`i 11 Seed SO percent of the specified quantitV Mulch 100 percent of the specified quantitv Seeding shall be done before the proposed seedbed becomes eroded, crusted over or dried out and shall not be done when the ground is in a frozen condition or covered with snow. When the partial application ;rJt r >~ has been made during June, July, October or November, the remainder of the fertilizer plus 75 percent of the specified quantity of seed shall be applied by overseeding during August, September, December, January or February. Seed shall be uniformly applied at the rates specified. Provisions shall be made by markers or other means to ensure that the successive seeded strips will overlap or be separated by a space _) ; a no greater than the space left between rows planted by equipment being used. If inspection during the seeding operations indicates that strips wider than the space between rows planted have been left unplanted, additional seed shall be planted on these areas. APPLICATION METHOD. 902-3.2 DRY a. Laming and fertilizing. The area to be limed and fertilized will be the areaspecified within d { the limits of construction; shall have a uniform surface free From rills, washes and depressions; and shall tconform to the finished grade and cross section as shown on the plans. The soil shall be thoroughly4ii,�,.rl,t,s •:. broken up, worked, tilled and loosened to a minimum depth of 2 inches. The seedbed or sodbed shall be k�=�`�`��'•�rr,>;�'':��, 4 prepared by loosening the existing soil on a slope, rather than by the addition of loose soil. Lime and fertilizer shall be applied evenly at the rates specified herein and only when the soil is in a y,'q'J l"y� °lt j� �F•� 'ti'S,_,j, tillable condition. They shall be applied by mechanical equipment designed for this purpose. After ..` ,"t ' 'It application, the lime and fertilizer shall be mixed into the soil by disking, harrowing or raking to a minimum depth of 2 inches unless applied hydraulically in accordance with Sec 901-3.3. ij;' r•�lp t Lime and fertilizer shall be applied separately, but may be incorporated into the soil in one operation. C , r:%srrisi%,. urEcsMOMn.atc MO-901, Page 3 Ray.2/1/01 t ' .fi {�i'j 'yvU"{•t,,q....t:,. ('Ty' f'e r's.6 } 1 * �, t :.,'.r ^"»+++..wnwan,i'��,-.�_. _ t{' �m^>• .hrt,,'^°.a•T� _.r+ ,ii�µ� Y �� CjY. 'N ,L, c fs S' .t fi r, rr $U".! ,t °•"�,�'( , �`� v' ;� I•�r !l i'. ��,7 ,! u .s,'t~<t'. %„i' rn.i. �v. ! .r •s ,,iw ., t J3., ,' { ,,:y., r.�,•.4 ;t:r,}J• ,x`,r. p. 4� 't�"�4�"�) r}".iY.�'-0, 1 1• ,,�y(' t'�. t �...t '.i ,. .,.. .tt •i X'. '3e r 1. '' ..t 2' .,t. t:�. :•r..:.; {.,r ,.f.rr.{,< ,P'/ , .4,£'t� �. ,� ,n. �5�'�'.�,�'ii'.V• r. > i.,. .t.r• a.}Y. .� �. '! t' ,'l'j ;FV. { .4`;i.,•'It•:`. ,�i',r,,.c:.,�r � '� �L �n � ,�`,,.y t.;>�� rrt, �"1F:;{f.. i�'.ti! j ,. , i S,,,I, , , i '.� { < r t '„, iy:z �5t •,# •�h �'e� ,£� 1", t$�.jkc#.. ...t!•e•�',y< :w ,i• , 1....r `t .a': i 1'' n': ., ;i '.;,., r.x, „v, ,:�li,t 9vP ,��.f1L��,r�-j 1,"�,,� +1;2�',';.vN�. t, � � a;�;, ;:',r.t,,l; ik�' 't •�'1sS;" l!,,=° �, r,rm t: „1,:.,. r t'.�)t 1��' ;�f�c��'': 4"rt$�yg!i i c.1„J+�k',.;�,,r,g ir,1`��.,ti,,;tt,k!...,,,<,',.�''''.L'r p,aP�1:f,"�{:I.IS.i:ft l� t� � f'''t,'.�tY,I k 's4 n,•.,.i''�t„1= ',w'"- 5"t.r:.�i r <i 4 1 sr i i,.),c,a+:.r t r , ,t , r. Y r f 't.,ri�•:.,:,,. {ai a t,' :.,'r.. 4,r.r' r' y 1..+t..,.:ijrr,,.t.vi'y.a F,r..y y,t„.#;,?..:d,.a-;1•5.,s'�.�tr.i`t�£C�'i,r l,t VAR"','s 51 4 ,-jw 201J ' l L u l ; r i'�n,•',tt"7 r. rJv .,.....r , it i:t'.r H:.,t�,. ti a.>. .�, ,�-� ?rr+� . , ,. ,a k t. :i t �'...! r. ,.p`..� ;c�r•r�r,n��:��r �1 l�:u?.�.. •'lr¢/'�,�,^ � �i bb s,h"�Yrt'�, t�s.¢;'sr,.,s.•((,,.,!!t„c„IyL'. .3 1 +"+', L 1 r � .i;;ti 's t I.! + :;1+,t '(y,.� !, �><h Cyr:I' �y;4•.,]. � t,vt r x,, t ilr.+• .#. .?I.•r•t�#is,t�,t;�',ii' .S:d. ,3. ,) F j'{ z,.� IC .`I u 'S' t t)!'E� t ,.>}tl�r",t,..t•` ! ',,E+v).yi7y.�''=” a�'"�''vl' � :,L.. �" f.,..[{,;,2.r;,,,�+•t,,,r .,s}ly, 5 '" .�✓, J.: �,' .! + 1r 'i,'„ �, �i:;7 �:Vt2,,,,,,•iY 54ti�,d;'" ,;sii' r� ,sf,�I'.:,t k t!1 +�, r ,��e� � 'y ,.:;, `" X .y 1 ` ,i!'$' t.f 5}t.�4y3 , r •.0 r , 4 h h A y •�V l�q.KS¢t +��t I I£f ) x L t'A �,. rr � .S(r}itr alt,�}'( .�t�:9�;5 },f�)+.�rl�i�, V it ail?L �t�l }t S' f t 7 .. , r �S .�•! t ,t, .17tk{'3 tLtx'i,%q �7 �ir . , .Sr :'. .. ._.._......_... .._._ ....... .. _ _._...._ .._•. ,.,., �.a. ,. ��,a:«.',m.+'+1..71` "G� C'1j�y't4 { ih':!t I r { , .:v.w v tt.,?!1.vtf:�'t t�U.?FsY,Cs?i:*w?t:"... .ftl.„rv..,+.......•. •t i• iH ....... ..., , d {., �t Lime and fertilizer shall be applied not more than 48 hours before the seed is sown unless otherwise. :? authorized by the engineer= ' r b. Seeding. The seedbed shall be prepared, limed and fertilized as specified herein and shall be in a firm but uncompacted condition with a relatively fine texture at the time of seeding. Dry seeding shall be done mechanically with equipment designed for even distribution of dry seed. Tile ' + equipment may either be hand operated, such as knapsack seeder, or be tractor-drawn, such as seed drill, € ;r k,•;y ,:,:, except that tractor-drawn equipment will not be permitted on a previously seeded and mulched area. Seedy scattered on the surface shall be covered with approximately 1/4 inch of soil by raking or other approved 1 methods except that raking will not be required when seeding a previously seeded and mulched area. Seed placed in the soil shall be approximately 1/4 inch below the surface. After completing the seeding , operation, the contractor shall firm, the area b rolling, if in the judgment of the engineer the seedbed is -• p Y g J g g either too loose or contains clods which would reduce the germination of the seed. When rolling is j required, a lawn-type roller shall be used and care shall be taken to avoid over-compacting the soil. k ,',�•�ur Fst7,t, t p7.;.?. 901-3.3 WET APPLICATION METHOD. In lieu of mechanical application of seed and fertilizer, hydraulic application may be used. When seeding I,f ±; is applied to a previously seeded and mulched area, seed and fertilizer may be applied hydraulically in a single operation and incorporation into the soil will not be required. On all other areas, seed and fertilizer may be applied hydraulically provided the seed and fertilizer area lied separately. The seed and Y PP Y Y P PP P Y jr;, ':; :s, fertilizer shall be incorporated into the soil as specified in 901-3.2, in separate operations except that P 1„,` ' 'tr''' i . raking will not be required when seeding a previously seeded and mulched area. Seed and fertilizer, pia; t t` �11.�,;''�`'''• ., separately or in combination, shall be mixed with water and constantly agitated so that to waxer shall bezk, ,'s,mixture can be applied h draulicall to the specified areas. The ratio of seed and fertilizer : PP Y Y P calculated by determining the number of square feet covered by a given quantity of water. Seed shall not ( be added to the water more than 4 hours before application. ^- p3-•`; ? `'x!'' '' ry� _., t l 901-3.4 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect seeded areas against i• }'' ' i > ....,: N,a r j traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces Bullied or otherwise damaged following seeding shall be repaired by regrading and reseeding as directed. The }' Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. (,I'}.r�.ju't When either the dry or wet application method outlined above is used for work done out of season, it will be required that the Contractor establish a good stand of grass of uniform color and density to the v I satisfaction of the Engineer. If at the time when the contract has been otherwise completed it is not + ; possible to make an adequate determination of the color, density, and uniformity of such stand of grass, payment for the unaccepted portions of the areas seeded out of season will be withheld until such time as r tI;•,;';_ these requirements have been met. A grass stand shall be considered adequate when the bare spots do not ;� t exceed 1 square foot and the bare spots do riot cover more than 3010 of the area to be seeded. , METHOD OF MEASUREMENT ••tt �'r' i�, t 'r i tM1i ?`r; 901.4.1 Measurement will be made of the area seeded to the nearest 1/10 acre. 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's' �,,,{x"Sr.' 71' _ ta. tv,* r ..f,.•,r: ..t c'' "ki' r.- ,,ix(JS �L.r"'n,rl. ri t.t: yc. yi- r,t!'r�9iti /„�rf�.Yf* �i•T.'.Y; b f'r s ! s Y t +� ;tl 1: s. .•a., y:a,y., ,.r.,!!!�'D :"'i.tt'+.t�J ,,}.�.� 1:.11'1 '�zY""✓'• ,S,f, 1,('•tT,. �iW oilJti1>.�` Ayp74 t t(aT {n `S; s r r.r. 7. (r•z�,i t...34,r ryl; �.:�.yi� l 'fir... yn +1, ,i'}.'o'z�,r.,�'� '�'..5.<a s� r;•..7 'i ;G i �.i ;:,, s .`• a, ',' t .Y' '; jrk{i�'S,1'i-.f Ft 1`��•r ii h,;i;Jj �"�`l` trr,',{. y -rJ' dbf^ t:� '{ �"r''j'SS"t�^��ti1f:.'. 53t1,�:d �l.rt'4,F 4 :i" .4 '-,{; , .. .lf, �i f, p,7,z :{{..k F } ,.'{�� •t�Hi' P,: •`.W t 13�rrt`.�1r r+'}; ,``'•ft' ,(. .,4,..; 11" .S Ell 9 .�t'•�pti,?'X.§_.(!.�.,Y 1}1• ;I.x 7 5 '1' t f f 1 Y r<, Vw'lt' et�± 1 t ,,..�. .! Y e,i#�•5 � �1* .•Q�r�il�`�A�Ai:YN4b�ifR�,.:w�rw:..w-iw»..,a:i..�..u�...<....,.wc_..ty .,,. .. ...........»:.wr,nil.f'axbl sl'.iSMaYXi',t..'N?.k•5*L.+tWr+r.c..wti+<.,.`.,.v.,:«,.«..r,.:-1.....,_- .., ,.•..u...:......,w.su;...'.::i1•.1.�:�.i..,t;,i�w•d.:1d3L�,.'.''i'�r.iwu:1 r �`F�'• t� � J h 5f„ ITEM T-905 `71 ) `tju.kyut s `.;ix TOPSOILING A r �� J a MODIFICATIONS TO ITEM T-905 a > a Item T-905 !!soiling is hereby amended with respect to the paragraphs and sections cited below. u n tjr 905-4.2 Deleted. 905-5.1 Delete this section and replace with" !1 No direct payment shall be made for to soilin under this bid item. An soil manipulated for thex P Y top soiling Y ' P purpose of attaining an acceptable seed bed shall be paid for tinder item MO-152 Excavation and !r,7, .,.1 Embankment. 905-5.2 Deleted. a,r' Delete payment categories. t" ,? .=j . ' �. r' «t',6'°',4e TECHNICAL SPECIFICATIONS ' Y.r 905-1. DESCRIPTION, ' jr�i z. 905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing topsoil from designated stockpiles or areas to be stripped on the site or from approved sources off the site,and placing andspreading the topsoil on prepared areas in accordance with this specification at the Iocations shown k' on the plans or as directed by the Engineer. i 905-2. MATERIALS. 1• xlr{,1J d+tu&14'.;tq, 905-2.1 T, opsoil.Topsoil shall be the surface layer of soil with no admixture of refuse or any material toxic to lank growth, and it shall be reasonably free from subsoil and stumps, roots, brush, stones ( 2 inches x �..�?f''s as P ' g Y P 1„t,Y1 t t�r or more in diameter), clay lumps or similar objects. Brush and other vegetation which will not be incorporated � with the soil during handling operating shall be cut and removed. Ordinary sods and herbaceous growth such 51 1i as grass and weeds are not to be removed but shall be thoroughly broken up and intermixed with the soil during handling operations. The topsoil or soil mixture,unless otherwise specified or approved, shall have a :�t t �,�!;t;.•; pH range of approximately 5.5 pH to 7.6 pH, when tested in accordance with the methods of testing of the association of official agricultural chemists in effect on the date of invitation of bids.The organic content shall $�`� •°,"rtr be not less than 3% nor more than 20%as determined by the wet-combustion method(chromic acid reduction). There shall be not less than 20%nor more than 80%of the material passing the 200 mesh (0.075 mm) sieve as determined by the wash test in accordance with ASTM C 117. '' ta�� Natural topsoil may be amended by the Contractor with approved materials and methods to meet the w' E+ above specifications. 4x'i 905-2.2 Inspection and Tests. Within 10 days following acceptance of the bid, the Engineer shall be 'r'"'t'$•i notified of the source of topsoil to be furnished by the Contractor.The topsoil shall be inspected to determine 'A if if the selected soil meets the requirements specified and to determine the depth to which stripping will be •t}x, permitted. At this time, the Contractor may be required to take representative soil samples from several Item T-905, Page 1 < ,? T:N/AMI%wp0SPEMT-S1I5Aw U5115111 at 1:32 PM '.{•. -1;+,T','t�"z?'ifs., a'P"+.,.r`:, "'', :'tfs'f'C.",�,ryr.y.Yr.l;..ter.-±-.........Iwrc v+nwo'r.�f^ .1 _^°t?'"5,` 1G'. t..,ra'.t t v..N..'Pi.P:�.•, t „�'�ta'Nrtn4!!aSR""." .T., r:r ''.Z,ev` +7; "r';)^q.VtaM"'tb"c;'i;. q:; °�";vM1 ROT ?©i r• �,: r„ �r�se'<t 7 d-+.•r S,ti ..er.,,. •�'t4. i {.r {.•..y r. v t w tr fia Tt 4{,,Lt, ,,.',,!},iJtxarti'' .C. ;.,., . ? �{• .t t.�' ,:'�?..4 ,.r„c{ t.,,�r.l u,!-.r m tw'. 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't,x. �'�..}f? fit, ,. \r,. r ,� 'i} 4;r_ l •IT ,s V s {{ r n H 77 �fy:� St !>i;�ir(t V •r t :rr4tY7 rr�t}{y°:�`}�f nn��tF... t ''k.'�'�°a 1 L1 ' t .. ,':..v lr3 fi,i{I.tk a5' ,x.✓�.3?'�+'+.f•1,;1r..'t'1� , t fk;'x'' rl 7 > 4.. r , ..i i ..� t, �J. .y •{ {, �" 1 's�f'.�° i ie �'7•'�'+'A'1Yphi+eY14M+nvr�x wtr':r ......•:.. a4..............nh rn...cr,.,v.t'e sr+.Yr.rP`_t� tt"."7=.',�:'. d:n.5+r'°.. .,,•, .......,...,.a....r....a. .,.._..,.. .,�....o ...•,,.•,+r r. .. i.t.,% r.,v.. t15t�5teLtP rU!t�a�+t.t't'�r t 1 ,.. locations within the area under consideration and to the proposed stripping depths, for testing purposes as specified in 905-2.1. r.. 905-3 CONSTRUCTION METHODS, 905-3.1 General. Areas to be topsoiled shall be shown on the plans. If topsoil is available on the site, the location of the stockpiles or areas to be stripped of topsoil and the stripping depths shall be shown on the plans. f�. , ,> Suitable equipment necessary for proper preparation and treatment of the ground surface, stripping ir5�;tlrf .. . of topsoil, and for the handling and placing of all required materials shall be on hand, in good condition, and approved by the Engineer before the various operations are started, 905-3.2 Preparing the Ground Surface. Immediately rior to dum in ands spreading the topsoil on any P g Y P P $ P g P Y ,�f,,�r''�e;'r�,•��.�'7, area, the surface shall be loosened b discs or spike-tooth harrows, or other means " Y P Y approved by the Engineer,to a minimum depth of 2 inches(50 mm)to facilitate bonding of the topsoil to the covered subgrade $;,w;'�k±x�•�,. t. soil. The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches (50 mm) in any diameter and all litter or other material which may be detrimental to proper bonding, the rise of capillary ?# ,•,'.•r ;.,t;-;',;,; 1'y9 k, �;34+� , ''• ' moisture, or the proper growth of the desired planting. Limited areas, as shown on the plans, which are too ;i compact to respond to these operations shall receive special scarification. , Grades on the area to be topsoiled, which have been established by others as shown on the plans, shall be maintained in a true and even condition. Where grades have not been established, the areas shall be smooth graded and the surface left at the prescribed grades in an even and properly compacted condition to prevent, f .r<.s�;.��•��:�,,,'-�' insofar as practical, the formation of low places or pockets where water will stand. 905-3,i Obtainin Topsoil. Prior to the stripping of to soil from designated areas an vegetation, r'>>a .i g-- P g Y L'it'''',>�'{ r�� }' Vii;'i�1•.mltivylr}:',v?.. briars, stumps and large roots, rubbish or stones found on such areas, which may interfere with subsequent operations, shall be removed using methods approved by the Engineer.Heavy sod or other cover, which cannot Y�,i'G�4QyR��v be incorporated into the topsoil b discin or other means shall be removed. When suitable topsoil is available on the site, the Contractor shall remove this material from the ,{zd ; A.�;'• ,;. P, designated areas and to the depth as directed b the Engineer.The topsoil shall be spread on areas already tilled g P Y g P P Y It�l ir !,J'Sf•4�Ot�.:tl.?''Jt.. 1.r and smooth-graded,or stockpiled in areas approved by the Engineer. Any topsoil stockpiled by the Contractor ,;;;a "fS, �};�,��,�.,�,�i'• shall be rehandled and placed without addition compensation. Any topsoil that has been stockpiled on the site I by others, and is required for topsoiling purposes, shall be removed and placed by the Contractor. The sites ';`;r{y . of all stockpiles and areas adjacent thereto which have been disturbed by the Contractor shall be graded if 4r.,�1a `* + required and put into a condition acceptable for seeding. �'Y r Ufa,s�i�%r�i•��.,J'''""" When suitable topsoil is secured off the airport site,the Contractor shall locate and obtain the supply, subject to the approval of the Engineer. The Contractor shall notify the Engineer sufficiently in advance of L " ti � a$, i ��r operations in order that necessary measurements and tests can be made. The Contractor shall remove the topsoil from approved areas and to the depth as directed.The topsoil shall be hauled to the site of the work and refit r ` "�4',',wfia placed for spreading, or spread as required. Any topsoil hauled to the site of the work and stockpiled shall beah', rehandled and placed without additional compensation. r� 905-3.4 Placing_ Topsoil, The topsoil shall be evenly spread on the prepared areas to a uniform depth tJ �l of 2 inches(50 mm)after compaction,unless otherwise shown on the plans or stated in the Special Provisions. ' ' Spreading shall not be done when the ground or topsoil is frozen, excessively wet,or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with a minimum _' of soil preparation or tilling. After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by other 4 � " effective means, and all stones or rocks (2 inches(50 mm) or more in diameter), roots, litter, or any foreign Item T-905, Page 2 µ� T:NMXISI\wrt:\CpECSIT•SNIS.dIK 05115AII m 1:.12 PM r7tF'C tyl��•:ia�L:`!`� �'' i'...�.:.'. ,;;.•' ;err 'i ...».,..w.nr.,a!w.w:pMn»twNnn:�Mti+r>mxf?+s•+:^+y„•..,.w,....ruxy'eN6tiheJµlf'.7NRi0Ri�' 1iC47FW111 rd^hslt;,,.sy: ura9AYF�w r^'"'"`11""°.':t•.f.1:.,1 ;�4,:,. {;:ir y"f..� ;� ,q�, ',�' ��t��j{�'�f jJ}a�•7 v t+a t'a,°'�d i 4 i„r�.7 1 f„ti = .;•7 y i .' ..tt�'; 1 's r �7 L,. �,f ..( {j +•;T.ye,�>.:�'1 t .Y!°:.@""ss '417r.R c: :{r .YF, .51',., jj. .�° t'."j 4 ryli. ..s , s .+,. ,t,� 't tr,�fit..•a .'i;r ., '�• ';"v '��du�•+�' wn v� �ti vJt ` t t1 >� ; i t 1 r t rj i' t fY ,h, r e }�'�.. ,.�:, � f�l::s+�£� �i i y.s ,( r ` + '4, i � i J i 1 '' .i .. i'(5..}. �!' /e it� � '".�i✓aire,`il i ��, ' .t ,fie9,f.i rt} sft. r t .r '., N ;i,.,rJ i,j c.TR.i ;•,''r�GT�±;.w Y ff ..:5 t .{R `,17N' Y-v,i 'r� � e p e,.f,7S'm a�-'i f v iCs r. v > ? t 9�', �j 12 s t.�T "L•' #� r: � � i �Wd�;s.tY.`,,..'." t,,��I N Rr y�,a! 4:tlk>�t;t�>,,s�,P F r�3.'.»',�'�k"R Tt}j.UF 1J+kF'iS P`•.'Y ij l.,�l f!d.'+j'".v'„4,e,_u�yv i•4.,,..1'�1n'Z.N•a z.:Z(t'��,;Y"+.L',,'A T`��s.?{.:a;t r 7.,i,i...a:i f.:t#{?n i'.�,r t�,C�r�;I:G"::r:.r"iT i it'k,t a r.t,,L t ft.z};Yt::,.t',.Y�,':.�t't!.f�, l�! 4 r.,,,i+t,'•..e a r s 1 j J ii.S .,1 t r l ti�t L �rK;jj,.�r.t�i.':t y 7 i{,t i,tf t,i'`S,'�,'fi+��tu,::�.',a.l:t.Y,r,,:J't't•.�.ti�1 i`i?r e r f{r r.'=.:3 i1 L"`,'#r5 i`�,t,}.Ce��:t ir�r}t r�a!,%ar.,i';.�''3�Af{;'}Y.,,r eit t jf/ .:�G L`w C t t:r } F ` t =°��. ��"�r'fyrlr ��n t 5y �,�'{,v t ra'� t� � r i! /�c } ,, ,t rt i s ;�t � ,3�:.1;`�„�n�;�;.Y;r, � 1.• ?� i^ .X•� ;,l .1.!,�,, e.�t:{�� , ! {t`Y i a. n r ., ,, � .` yY . .Y!t .(.`,} 4..i � : t�<r'f {� i �y,l�'�Sy^�, i 'v� tJ ;. 1t,fr1 ?Y}ri,ir�::j3,T�'`S+ify!+�'.iK 1` ,x�."t,;it.t.f. .Yt,• -r`f.,,wS.. t.., .., i u...y... x �iw. lwuw+dv,�..,�+,wr»w•+jl..hnw:z»":r„w.swG.>..v�>i.u;::..,:e., ,.... _..,_. ,.. ..,.,.. ,«,w.wrax+is.!tt�ts�lp:•oar.,+u:.�t.1.w.++,�.:..;:�,i.+Ss.+.r"M'u.+�:.,:....1..i..t.,,l. -_ :..sw,.cYlti.v:f+vwi'1.s.w`::uw Y` a •{. matter shall be raked up and disposed of by the Contractor. After spreading is completed,the topsoil shall be a; satisfactorily compacted by rolling with a cultipacker or by other means approved by the Engineer. The s '� '`{; compacted topsoil surface shall conform to the required lines, grades, and cross sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of topsoil shall be promptly r moved. 905-4 METHOD OF MEASUREMENT 1.i`�•�"�r'.''."'•' 905-4.1 Topsoil obtained on the site shall be measured by the number of cubic yards (cubic meters) Ki of topsoil measured in its original position and stripped or excavated. Topsoil stockpiled by others and t '? removed for topsoiling by the Contractor shall be measured by the number of cubic yards (cubic meters) of �7t ,r' • topsoil measured in the stockpile.Topsoil shall be measured by volurne in cubic yards(cubic meters)computed by the method of end areas. 4 ` 4;i'rt i 905-4.2 Topsoil obtained off the site shall be measured by the number of cubic yards (cubic meters) '=� of topsoil measured in its original position and stripped or excavated. Topsoil shall be measured by volume in cubic yards (meters)computed by the method of end areas, fi F 905-5 BASIS OF PAYMENT {•y 905-5.1 Payment will be made at the contract unit price per cubic yard cubic meter for Topsoiling (obtained on the site). This price shall be full compensation for furnishing all materials and for all preparation, placing, and spreading of the materials, and for all labor, equipment, tools, and incidentals necessary toy,?"' 3rYr.( :. P ' g P g rY complete the item. 905-5.2 Payment will be made at the contract unit price per cubic yard (cubic meter) for Topsoiling ° a (obtained off the site).This price shall be full compensation for furnishing all materials and for all preparation, l r13 lyr `� i. placing, and spreading of the materials, and for all labor, rY to l equipment, tools, and incidentals necessary t it° complete the item. i' -, a Payment will be made under: tr.1•l:��. Item T-905-5.1 Topsoiling(Obtained on Site or Removed from Stockpile----per cubic and `` P Y .r, (cubic meter) }, ' 4,'`i y Item T-905-5.2 Topsoiling(Furnished from Off the Site)--per cubic yard (cubic meter) IN 3.1 WE tr sx` •C�, �Ei ss i�d sy ti' b�%rt r, is Item T-905, Page 3 1':\')'NIS I\wM.1SPECSIT•zNIS.Jtx 135/}5l111u11:32PM 'p" r.rsra r{a�gt.�rn�n fS••f t�;r""``t7rF.t4, 4T"!"+"+•wv..�,pr�,y}.e�i�7�i,..,,1VJ I,.WN:„!�!'zw •..> >'{;.:,F.tF :�r�._ ? 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' '`f , u�wlN:<w.f.w •r,,.,t.t-,.,+w.+M nnn_ ,}.Iit,./:t'(r'(`z :M1l!;1.aa•+r,.i.,,w u.h+M..,v..,-....,.....-.. .. , .:.1......� ot..u...—+�.�.«r...{,'�.ti LAi«3[a.i.lYA::: }�� + :Un ^Irlti`M1t r . „ ITEM MO-908 MULCHING r gin.[ �`�� " �.•�(�t.r:.'�f DESCRIPTION t . t 908.1.1 This work shall consist of furnishing, hauling, placing, and securing mulch on surfaces indicated ' on the plans or as designated by the engineer, Disturbed areas outside of authorized construction limits ��,• .BSI.. �1 t shall be mulched at the contractor's expense. ''' '``"`''`'''' MATERIALSa l' 908-2.1 MULCH MATERIALS (Vegetative with an Overspray). The vegetative mulch shall be a" �}' ' .;; prairie ha or straw from oats, rye, wheat or barley. Prairie hay shall consist of any combination of any of '�yy4`• , ti,,x P Y the following plants: Big Bluestem, Little Bluestem, Indiangrass, Sideoats Gramma and native X yt i ''': t wildflowers. The mulch shall be free of prohibited weed seed as stated in the Missouri Seed Law and .16 shall be relatively free of all other noxious and undesirable seed. The mulch shall be clean and bright, relatively free of forei gn material and bed ry enou h to spread properly. If the above specifications cannot y, }-y�Zy >w ,�.,• be met practicably, hay of the following plants may, with the engineer's approval, be substituted: Smooth iS Brome, Timothy, Orchard Grass, Reed Canary Grass, Tall Fescue, Redtop, Kentucky Bluegrass, Alfalfar,i'aa�1y}tr �r'" ' and Birdfsfoot Trefoil. '}(r:,G'' The overspray material may be virgin wood cellulose fibers or recycled slick paper as herein specified. It G'•:tl shall not contain any germination or growth inhibiting substances. The overspray shall be green in color '. ,,}N� },=;r,,.. after application and shall have the property to be evenly dispersed and suspended when agitated in water. 1s , b;='( { When sprayed uniforml over vegetative mulch, the mulch fibers shall form an absorbent cover, allowing a percolation of water to the underlying soil. The mulch shall be packaged in moisture resistant bags withfaY ; the net weight of the packaged material plainly shown on each bag. The mulch fibers shall not be water- `t�r�?�Yt,l<. soluble. l Virgin wood cellulose fibers shall be produced b either the round or cooked fiber process and shall i'rlr r�r, have the following properties: P Y g P Moisture Content, "'`'=1+ ' ercent by weight, max �,.•'� ,,,<; Organic Matter-Wood Fiber, 80 percent b y weight, min PH 4.3-8.5 �-'�1 Recycled slick paper mulch shall be produced from printer's slick paper containing wood cellulose and 0: kaolin clay. Recycled newsprint or cardboard will not be allowed, The material shall be free of other :,;, material or fillers and shall have the following properties: k��{ f ' ' Moisture Content, 8 ..1,,Wl`` percent by weight, max � E'' 4.5-G.5 H ry, s � j' Y tiq��t, .dal^ Ft �Yt The contractor shall furnish a manufacturer's certification in triplicate certifying that the overspray mulch materials comply �t ith these specifications. The engineer may sample and test these materials prior to approval and use. Acceptance will be based upon a satisfactory certification and results of any test deemed necessary by the engineer. 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''�; .41!• i p i`t j 1 t 4-� •y 5.� 6i�4r��}y.L.�j CONSTRUC'T'ION METHODS 908.3.1 MULCHING. Before spreading mulch, all stones larger than 2 inches in an), diameter, sticks, t ; stumps, and other debris shall be removed from the area to be mulched. All mulch shall be distributed �uf�}tlt,rtzw t :q evenly over the area to be mulched within 24 hours following the seeding operation. The vegetative mulch shall be uniformly applied at the rate of 2 1/2 tons per acre. Recycled slick paper shall be applied at the rate of 750 pounds per acre.The recycled slick paper shall be hydraulically applied over the vegetative mulch as a separate operation. Virgin wood cellulose fibers with 90 percent or more percent inclusive 89 organic matter shall be applied at the rate of 750 pounds per acre and that with 80 to p ,y shall be applied at a rate calculated as follows: PP •, Rate lb/acre = 100 x 750 lb/acre Actual Percent Organic Matter Y� The overspray material shall be mixed with water in a manner to provide a homogenous slurry. Equipment for mixing and applying the slurry shall be capable of applying it uniformly over the entire vegetative mulched area. The slurry mixture shall be agitated during application to keep the ingredients '; `, thoroughly mixed. �{., ^fCtr Y l Pf•jC j' 908-3.2 CARE AND REPAIR. :,•v'• rat}f��=p3f{„: §lv�'i?� hibit foot or vehicular traffic over the Following the mulching operation, precautions shall be taken to roy` P �h F4ri mulched area. The contractor shall be required to repair or replace any mulching that is defective or ' ch becomes damaged until the P ro j ect is finally accepted. When, in the judgment of the engineer, su 3 defects or damages are the result of poor workmanship or failure to meet the requirements of the MY. specifications, the cost of the necessary repairs or replacement shall be borne by the contractor. s`' }°M,V 1 However, once the contractor has completed the mulching of any area in accordance with the provisions of the specifications and to the satisfaction of the engineer, no additional work at his/her expense will be required, but subsequent repairs and replacements deemed necessary by the engineer shall be made by the ` contractor and will be paid for as additional or extra work in accordance with Section 40-04 of the I.1, l' General Provisions. °d �}� i '�' f METHOD OF MEASUREMENT ' 908-41 Measurement of mulch will be made to the nearest i/10 acre of the area mulched. x�Y' y '`r; BASIS OF PAYMENT rn �'r, 90$-5.1 Payment shall be made at the contract unit price per acre or fraction thereof, for the accepted trR. �� .r' quantity of mulching.The price shall be full compensation for furnishing and placing all material and for L all labor,equipment, tools, and incidentals necessary to complete the work prescribed in this item. " Payment will be made under: k item MO-908-5.1 Mulching --per acre },nr Yr. f' Al 7. 4 t `1 Rev.2/1/01 ,1 7:\eP MIS WpasPECM10-911R.d,w MO-908, Page 2 3 a: t `��y,�,t,,,,,.,,....r.H + , , :""'""'TM`,'"t""r�'�. {?t( J Jr�J r'F�,{K11 t{!`)t9 trt,��j�btr' �`�✓•• rti 1}.,> t ) .r<r i✓r.,,�J r t`t•, >� ;� i .i�tf ti �,1, 'i. ,t '� t Pttdlff tier�,r..l� Zy�: _�°`r l�k.,.a;, i!�' {• '.` t r `�;t,.11M.,Z+,It.6t f.,y', n�t�F.• 4 rq,, e et.r t' ..t, } f r t ,t 1 t {t �ir7 s of r'.,x�i r yTx1f° G:t �,f,,:2,�>:r+ }��:�,(.V ?;,t .1. ^} ,.3}u:. s!: f; s�= c, .,,; �v. is(,,.t t: -„ « i 1 s 5 't,i. ,rt 5:;. `1R ' fq i•!.t`..,n ; `/ `~,�`}k Y4 �<t..r.�; t'. �!! � �"' ,'r � '.fit, �n.1 w r .ti,. t .j.• e'r I', r s' li Y' .f)'r 'tt r' '�., r',, ,� ,?r'' }��Cqi ..rt`�i,i' ��'�•iW',i�•N'.!`�e.: s 1 ,^ L ! ,:i i�ti�l:�F< yy t ,SiJ'1, 7 •{t'j+.,�yy it,t .,5.•,t. �' h: a:i ) ,t ,.;.. r t .�.rf k;}� S'7k. C ,(i.•'44 1 .!'tl: e.l, :� .✓ r ..f,,} S:.Ft.'f,.,�^f f .�i?. +'f ' t..fa a ,�:�t ' ? ,r. 't is{,:�. ..l t•:`x6+ .f.-i _:'t�,: ',tr f:i.�7:o ,�"' '.lt ..t ti � �� /,.r�^t•,u-. �>.. ar,, tM. , >:?t-J', '?t�: a � ,.�.,..;,,,�,�,: �,r ,.},-J .: ,� }� 3,.}{ +�,°rt1��,}}�..c{*�' .0 �' {± f'Y'L i 3a',..t•.n�,.�)1;,Lt1i�•i,a .lKta{ i ( t • fd:e,7o•:f":' ,Il,t >`�'-'t(�?`'�'1...�i'+1;«, � fi�Y•�n. r �''7! t. R � k{r .,,,dS.: .t�u.1,�''1� '"ti., ,.z + i;un" ,,f:� 't:� :it , f'° �d=, r., ,ra- J}r`t' t h. `•t':;'i'?,- .e ~.I-:uii: •5'• 'o'if} t'4 .� 1 ;4i• z �S�Jnt: •.}i.a t rtt>�:, ..r it :l s 3 .i C .:: . r x '}'",'`• el. � f ,,f� `t T�5 .'�'.Yr�;i;�;•,�:;><r 1 tr' .t 'i� )v , 'hx tiri 1 t .}Zt t ) ., , sr t; '.. t °fr tr .t..:�:: r ni ,Cf �M ,''T .�rt.P }.. « t rr' F .t}.f rr!, t 5 .�.3e t..x.r. ! t. t :x,4r 1 nk<J.i �5 p.f 'Y t!}Ytl'I;j D�..;t�r�tL•t {r�t:1} �;r ��.�4! �'}?'.it t r`f. t r'�kiyy }lr.i', I(77 •is i; ir:.s.a SS k i s` i (;,,: a 3Fyr ,r yy t,rS..' ')t,, 1�. La '*;.`ti`.'.�,y, k,}�)i�1„...�t�?�,j(;b y�'6},��fi,•JYt irLflr.�+k:.,yy,.t il,}')��''• Zt. xh4��. '�)��r r, {,, � ,` 1. 4 iy,,,1 { ^ a . L4xi:�'tY• � �Jrt• '�' t;:4"r R', 4 :�';ia SreYti.J yl{t`K:+�e�G�'•,s,Vi i i :� j r 1.: r .,. .:i:.jSin�}j:i3;:•},,:t r,'4{ Si.' r4,rY .,>X� { s' f,3adfi`. .,.;rr{.e,7^ti`r`� .f{' {�;• ' .:. .�� .. J. � '!t r � Y,.•..} ��. •� �';:� .1,•£.xfi��'d`rr.rr.�7 � t: �. � f 'r + rE J�br •c�k{y'``t•:�;il!�r*�� ;v; �,�r•`��apt�v i fi i .�'•i4;?,}`i�.;,"��14li r.f�S,`Yr,. .t. ,, . .l y x; k i� � .f, �r � i...�� 5�4 , i� L.'rfil `r Fr4wtN�Fir.� W�1 ititRa�t YiiWifei!wsv+ei.,.»:u..w.i.,,>.....wir.,..,.4,.w«r..e..+..1....... .I....,,,r4 vn rf.t 1. 1�iY•-•,•g,ita..nh'.,rn..,...:,....A�......_ ..,.-_«.,.. ......,..-.•F..:rJr:..+F.F.•.«».J.,:r..:.F.4:..'A::w:�:aw..Lw.,y'.L aw:. iV�� .,{{F +jr Y,4,.yI t ' PERMANENT SIGNS �� :;�,•r?:�.:�,:, {� Item Permanent Signs is hereby added to the technical specifications with the respect to the paragraphs and sections cited below. t r Y 1,41 1 F DESCRIPTIION. This work consists of installation of traffic signs in accordance with these Specifications and as established by the Engineer. 2. MATERIALS. ` ;" 1't'I i,:ft 2.1 Slens. Signs shall conform to the requirements of the Missouri Standard Specifications for Highway Construction, Section 1042, Highway Sign Material; Federal Highway Administration Manual on �d W1�lvrd '( Uniform Traffic Control Devices for Streets and Highways; and as otherwise directed by the Engineer orr; w, h specified herein. 2.2 Posts. Posts shall be of the dimensions necessary to provide clearance from the sign bottom to the round, with a 30 inch planting depth, as shown on the plans and after placement extend 1 foot above sign. x '`°" z<„ '.r;::,? ` 1 'J Posts shall conform to the requirements of the Missouri Standard Specifications for highway Construction, Section 1050.2.4, Posts for Signs, and as otherwise directed by the Engineer or specified herein. 2.3 Hardware. All bolts, nuts, washers, etc., required for the items specified herein shall be zinc- tt;,ry�s,%� ,:;;. coated in accordance with ASTM Standard A 153. t , 2.4 Concrete. Concrete shall conform to Item MO-610. 3. CONSTRUCTION REQUIREMENTS. �:;�� 7?t:?�j"1'��.1 Y�� {4�•N ISC':)'1:��,'t! 3.1 Installation. Signs of the various types shall be constructed and installed in conformance with the Federal Highway Administration Manual on Uniform Traffic Control Devices for Streets and Highways or as `Ttrx�ry`#..`- directed by the Engineer. Posts shall be set vertical at locations as shown on the Construction Plans or asf E designated by the Engineer. iVrY '' ,r J 3.2 Concrete Footing. All ground sign footings shall be at the depth shown on the plans. Footing holes shall be carefully dug or drilled to the required size at the proper location. A11 4Yt k$�I'nga�a excavation shall be disposed of within the right of way in such a manner as to blend uniformly with the existing surface. Immediately before placing any concrete, the Contractor shall remove all loose and j;,• tYti;rty; '�•" uncompacted material from the bottom of the hole. F;, 'si; �c:. :': "•'ti •; The Contractor shall be responsible for the protection of, and where necessary the relocation of , #; existing underground electrical conduits and cables within the vicinity of footing locations. ;� pe 4. METHOD OF MEASUREMENT. z.Y `+ark. i c3,'''•;f. Roadway i na a will be measured as noted in the proposal osal form, complete in place, performed in Y g g P P P 1 accordance with these Specifications and accepted by the Engineer.. tCt: 9 5. BASIS OF PAYMENT. Payment for roadway signage will be made at the Contract unit price as noted for'E s in the Proposal Form. This payment will be full compensation for furnishing of signs, post, materials and q>W_ all all labor,equipment, tools, and incidentals necessary to complete the item. r. 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S },,Rt. 4r ( ti !",�< y!`r,:!ly 1..<'(',,ty,:' f�'•)7+71�1?4;,4 iY7,,'' ay; S ,r.J+ r C it •1 : y i i } tJtj;a}A"",3.SFt. i, Fa 1 V�ak U�reK li74,t � 1 It 3ije Y t r,. } r ,. .. �.-i ai.;.r g i 1 � t ut xwY,W'I'ti.WMP.tl+A�paY •��r'^I „`,�iuiw'w,��.awtrwud`...w�..i:..,a+r.a.td.,u.--.,a,....uw,,,r,:«..,.....wd._,.,..:...._.............. .,.....,..,.. .,.,.w,rn«,....,.-....,.. .. ,.,..,.......sw ..u:»..1........aa-....w x�'dw74tiw.arA«:kk,ti/.rw,ay.i.,/rH.,tl>,lswlantiS.a•2`!'.t, �r�'1�.�' i Fi' 1`ar4 1l.Y'�4y'f` �•� VI1 Ad vi r r r;hr,a�y :ft U S. Department I?,LY;rN, gljfil.f. +4 of Transportation t , Circuld'ou �� i '1��,� if ;w Federal Aviation "4 "t .. r'S.�'t Administration sir'" �.;'. �s+'z `�",h'�"}f' r•,,,�t Subject: STANDARDS FOR AIRPORT MARKINGS Date: 8/31/99 AC No: 150/5340-1H Initiated by: AAS-300 Ghange:. PURPOSE. This advisory circular (AC) f. outlining in black markings on lightL't�kr`t, contains the Federal Aviation Administration colored pavement. ,j (FAA) standards for markings used on airport runways,taxiways,and aprons. 4. METRIC UNM. To promote an orderly transition to metric units the text and fi ums }} 2. CANCELLATION. AC 150/5340-1G, include both English and metric dimensions. The ' Standards For Airport Markings, dated September metric conversions are. based on opemdonal 7��h'L�EYII�f,tr,tA, 27, 1993,is canceled, significance and may not be exact'equivalents. }} a ' p g to t the AC ` The conversion procedure used throw 1 u 3. EXPLANATION OF CHANGES. This AC applies the relationship of 1 foot equals 0.3 meter, Ia .,,,_',r incorporates guidance and clarifications except for a few instances where rounding was t concerning marking standards that were previously used in order for linear dimensions to sum ,•� ��=,�.y�; distributed through the Sin and Markin correctly. Until there is an official changeover to {!'"'• Supplement SAMS system. The rc uirement for the metrics stem the English dimensions should y " the use of glass beads for specific pavement be used fit' F't 11 markings has been added. When aiming point - markings need to be moved due to intersecting 5. APPLICATION. The FAA recommends the }r7;; r'�s'ttit{ k" runways, there is an option to place a note in the guidelines and standards contained herein for the1.,� r�.;fi' ,,.i. Ai ort/Facili Directs A/FD in 'lieu of marking of airport runways, taxiways, and ions. 11 Airport/Facility tY r}' ( ) g h'P Y . ys, aprons. displacing the threshold. In addition, new These standards are the only method of complying S'I standards have been included for the following with the marking of runways and taxiways at markings: airports certificated under Title 14 of the Code of Federal Regulations, Chapter I — FAA,,� DOT a. surface painted gate identification signs, part 139, Certification and Operations: Land -ll1i t� Airports Serving Certain Air Carriers (14 CFRs� rid it b, surface painted apron entrance point part 139). These standards are also mandatory for `§ `� .3 g si ns, airport projects receiving Federal funds under the Airport Grim- Assistance program or hands ,�.:•�� ' �'' 14Mi c. converting a runway to a taxiway, received from the Passenger Facility Charge . %,. program. 'These standards are to be used an all new P g y y projects which are under development and are to be c, ? d. intermittent use of a taxiway as a runway, implemented at all part 139 certificated airports no e. doubling the size of the holding position later than one year from the date of this AC. + , marking for both runway and taxiway holding positions, and non-movement area boundary w �' marking,and r. +� �JY st 4 �7p DAVID L.BENNETT u{ Director,Office of Airport Safety and Standards r:z z � ,h.r•%•'rw*ii'�a%?;w i '{'7!1- ,n 4L;:l,Y, ,t 3:� .�^ 44:it, .1 n r .' t ,j,. '.1`1 ,:,a- r1 S.. .,2r-:1:r"' ,`,*•1; �'�:*3'.`,,n,':�k�4 'y?t t:' '<.: tr �`7"d F� w 1#.ra.t`1•.r ,�•i;A' 4, 91,.?,,3',1_'�<, .'v. �,�., t:;d:+t'r a°,;yin;:' 4 ,.p. 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J F�'a'111'Britt'�'l!i�',fuMAtvrx`J!lJfd`ewFike4'n'nu..A,iw.cwr,•.eru',,.w:w..n,.:v .r:y,»mt.l.,,..«,...:.., .....,.............. .......a r,s.r•>t ..fh ,e;,t",;tmya•.,.�,.rnwa,.-.,.„«....,•..•�.+•+,ww........................F.....»-,.rrrwv.•�.,*l,.w.rw.«!d,..svnir.�,aaa.....,.u:+rs.�r..:vr�tiwar•.,i.+s. a �f. ��t�,��t9yi}'l lS"��••`ytii`i;.t{;t' i s• '�t 2'+d;lSiY�S tt tF,rs ,h 8/31/99 AC 150/5340-1 H CONTENTS t, 14 .............•...•..............................1 ;,:.°'...`,`r;r,;;: .; CHAPTER 1. MARKINGS FOR PAVED RUNWAYS AND TAXIWAYS• SECTION 1. GENERAL. ,,,,,,,,,,,,,,1 •��;W;� ,•,�1 .•••••.,••.•.•.••,••••.•••••••••••.•••.••••••••••...••••.•.••••.••.•.••.••.•••••••••••r••.•.•.••••••••••u• PURPOSE. .............•..................................................•...••...................•.................•........•..........,..•...... 2. DEFINITIONS.............................................. . ..•...........................•................................ ';: 3. MARKING PRACTICES................................................... ... ,1 �< .....•.....•...........•.................•..... . a u>. •v,,.. .� .................................................... 1d;M1 c; 4. VdSIBILITY OF MARICINGS...........•..•.............................................. 'rt:E :.>.� ...............................................................................................................2 ''. SECTION 2. RUNWAY MARKINGS .................................................•............................ <.;:k., 5. APPLICATION......................... •• i6. RUNWAY MARKING PRECEDENCE ..................................................•..............................................3 •••••.•••••••..•••••••••••••••••••.••..••••,•••.••••••••••••.••.•.......•.••.••.......•••.••• 7. RUNWAY DESIGNATION MARKING.. •�3 r.'• r'+1 S. RUNWAY CENTERLINE MARKING . ........ ................................................................................................4 9. RUNWAY THRESHOLD MARKING. ......................... ........ ..4 10. RUNWAY AIMING POINT MARKING.....................................................................%.. ................5 ;J¢;f?:Ya.,ti�:: 11. RUNWAY TOUCHDOWN ZONE MARKING _t•L • •.•n•..n.•o.•n•w•.•u.................. ,+�rs•r 8", ,•, ` I 12. RUNWAY SIDE STRI PE MARKING.................................................. 6 13. RUNWAY THRESHOLD BAR,............................................ .. ............................................e...,..s 19. DEMARCATION BAR............. ................................................ ... tJ £ 15. ARROWS AND ARROWHEADS........................................................................................................... t 7 1S. CHEVRONS.............. ...........................................•... ...•.....................•..............,...•.......•............... ' ......7 17. HOLDING POSITION MARKINGS ON RUNWAYS......................................................................... 19. RUNWAY SHOULDER MARKINGS .......... .......................................................................................... ,..I •••••..••.•..•.•••.••••.••••.•..•..•••••••••.,.•..•••...••.•.•.••...•V 19. RESERVED.. ...................................................... „ ,Mtn .........9 ,:4. t SECTION 3. TAXIWAY MARKINGS ....................................................................... ..... .,;��: K ►►►!!�''++•��1 20. APPLICATION............................. ........................................................................ ,�. • . • .........o•................•.•...................•.e..•.,..w.••+.•...•...,.•..••••.....••....9 �1�.,,}•,{kj4�`Y'dy;r. 21. TAXIWAY CENTERLINE MARKINGS. 22. TAXIWAY EDG E MARKING .....................•..•............................................. }' 23. RUNWAY HOLDING POSITION MARKINGS ON TAXIWAYS ......................................... ............ ``a'r:i'r `1 j a! ,J 24. HOLDING LING SYSTEM (ILS/MLS)MARKINGS FOR AREAS UMENT LANDING.SYSTEM/MICROWAVE.••1 .......... 25. INTERMEDIATE HOLDING POSITION MARKINGS FOR TAXIWAY/TAXIWAY ..... .. w. INTERSECTIONS............................. ...... ............... ....................................•...... ... ....................11 ........................12 P. .. 26. SURFACE PAINTED HOLDING POSITION SIGNS .. .............................................. : ., 27. SURFACE PAINTED TAXIWAY DIRECTION SIGNS ...............................•...•.........• .......................12 28. SURFACE PAINTED TAXIWAY LOCATION SIGNS ................... � ..........•..............13 .t 29. SURFACE PAINTED GATE IDENTIFICATION SIGNS ................................................ ............13 t, 30. SURFACE PAINTED APRON ENTRANCE POINT SIGN ...13 . � 'i.; 31. TAXIWAY SHOULDER MARKINGS. .............................................................................................14 ,l ,r � ... y� �rt .............••....................•........•..................... 555{55{ 32. GEOGRAPHIC POSITION MARKINGS. .........................14 ''. 33. RESERVED.........................................................................•..•...........•..................•.......•........................15 �t 34. RESERVED...................................................•........................................................................................15 tt t, .. SECTION 4. OTHER MARKINGS ..................................................................................... .....................15 't 35. APPLICATION. . .................................................................•........................................•.............,....15 ?s { •.••. r 36. VEHICLE ROADWAY MARKINGS .....................................15 37. VOR RECEIVER CHECKPOINT MARKINGS........................................ ..................................16 t 6tti °` .. • 38. NON-MOVEMENT AREA BOUNDARY MARKING ........................................................................16 39. MARKING OF TEMPORARILY RELOCATED THRESHOLDS 40. MARKING AND LIGHTING OF PERMANENTLY CLOSED RUNWAYS AND TAXIWAYS ......17 41. TEMPORARILY CLOSED RUNWAYS AND TAXIWAYS ............................................1? ,a,irtT,,.�.•,. -,.Y6' ,,+f. ,. nr:;T+, stir ,'+.f'" 1 "a'."" ,'`,y"„'t„M+!a�rtM m...•�w*.••.....tr' ,r} .i rt. ;7.:n�••,. �.,i. ,•r.^•.P• --t•y.,. „f, S �:�'r3+�1 a ac :,�';'i,4 t I <i e:;• f�. y ! '''�t. .:} NMetY'tatwa'a'*. t J i r t;. ,'v,� 4 tFT^''T" t '4. yy S,.;l' ti.1y'yy. •tr.;:lr .t,.+,,1�: 7.} '{: :'fit t"r p.+, � y , r. k ,,,.;�, ,a .i .i� !a.yt,M,r Vr'.',f5;,'! tr; .:.I. � l ,,-t,!ii''4n., 'it' .l'. rr��f,t�' t t.„4 tv:. "�'. s .t •t r tt � �• itr{ y;,;C�; •�' )ik7a� 3�,ySs:»ti rY,". °..,,,.. ..r,',. F�x ra.. 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')N<".:�:rl,: ,N;j,l�4v r�1`t.;,:Yv.,F, I 2 1•t.�', :{", t ,a ti E �.. 1 �. t. r }.;t'!',i.!.1:.t' ,�/ �?};v y.,,.,�� ,i'�I��. ��i � � Sf�,{.R S;'N�ij l �• 3 .tit, ..},,�r.f � z;_+ ,,. i• ':r'- .F," t .. it:. ri .1,1. .. :iS':, /7t3C,!tL, {!t �,,a eft?} ,y't'g t � +F,. 7,:;��,.' ,4,f , ! it •� '! •!t c 5 >;.•, ..jr p1 >r k. Y . 5:. + yt i r �• a ' i t d. 3 1+ 'i R j •1 t t 2 f'CIA*F~{,Y Y .,....n...w«Ynl NSrYwn+N••Ir-0.'✓�,w.vhi e[•vn!rt..�.. '•.r trt t. ,nom,M l.. f Yt't 11.,to-... ..a....,.....•...:... ........ ........a..rt.xv....�:..... ......•....�....... ....... ..... . .. .. ..._.. ,.... ...<� �._ _..._.... Y AC 150/5340.1H 8/31/99 • .................................................................•................11 42. CONVERTING A RUNWAY TO A TAXIWAY 43. UMRMrrrENT USE OF A TAXIWAY AS A RUNWAY ................................................................17 ) 44. CLOSED/ABANDONED AIRPORTS...................................................................................................18 45. HELIPORT MARKING ................................................................•.................•.............,......•.......,,.......18 i- G......................................................................................................................18 I 46. VERTIPORT MARKING .GEAR STING 47. MARKING FOR AR,RE .............................................•.........................................,...,,...18 •.18 48. HAZARDOUS AREAS.....•................................................................................................................... CHAP E'ER 2. (RF.SERVED) MARKINGS FOR LARGE AIRCRAFT PARKING POSITIONS ..........18 kr I CHAPTER 3. (RESERVED) MARKINGS FOR UNPAVED RUNWAYS ... FIGURES ... ..............................•.......................... Figure 1. Precision runway markings ... ........•......................19 Figure 2. Nonpreckslon runway and visual runway markings. ......................................................20 Figure 3. Example of conflicting markings on crossing runways .......................................................21 ..22 Runway Figure 4. nway designation numerals and letters......................................................................... FigureS. -Displaced tlueshold markings .....................•.....................................................................•.23 ' Figure 6. Markings for taxiway aligned with runway........................................................................24 Figure 7. Markings for blast pads and stopways..............•.................................................................25 f J. Figure 8. Marking for blast pad or stopway or taxiway preceding a displaced threshold................26 I Figure 9. Runway shoulder markings ................................................................................................2? �``�•._, .;`..;,; I' ar r: Figure 10. Marking details....................................................................................................................28 Figure11. Taxiway markings......... .......... ... ..............................................................................•..•.29 Figure 12. Taxiway centerline marking methods ............................................................................... .. •.31 Figure 13. Surface painted signs ..•........ ......... ..................................................•........................... . . .. Figure 14. Surface Painted Gate Identification Signs...........................................................................32 Figure 15. Surface Painted Apron Entrance Point Signs.................................................................... Figure 16. Taxiway shoulder markings............................................................................................... 35 Figure 17. Geographic position markings............................................................................................. .... .........................................................................................36 Figure 18. Vehicle roadway markings . �.,r'.'?''•"�.;" ' Figure 19. VOR receiver checkpoint markings ........ ............................................................................37 ................................................................................38 Figure 20, Closed runway and taxiway markcings. APPENDIX 1. INSCRIPTIONS FOR SIGNS AND GEOGRAPHIC POSITION MARKINGS (5 pages) t} ;;;.•a;a;w, :.' ;. Figure A-1. Pavement markings ABCDEFGH ..................................................................................... .1 FigureA-2. Pavement markings IJKLMNOP........................................................................................2 Figure A-1.Pavement markings QRSTUVWX .................................................................................... Figure A-4. Pavement markings YZ123456. ............•.•............................................................................4 f; Figure A-5. Pavement markings 7890.....................................................................................................5 ;. TABLES Table 1. Runway marking elements ......................................................................................................3 Table 2. Threshold stripes required for Configuratlon B..................... ; 3 a•:.a Table 3. Pairs of TDZ markings required when Installed on both runway ends ..................................6 Table 4. Location of holding position markings for runway/runway and runway/taxiway S�r51'.4�5 O tntez•sections ........................ ................................................................ r, Table 5. Perpendicular distances for taxiway intersection markings from centerline of r crossing taxiway ............ v' IV zg ' is r✓t,t^. •+ , ^•"t t^,777 s•+.evwnpr.hn avn.�arr.w.nr«.rw.r+u« ••,•«•,. -.••,•• 'r,l++na»aA<m.gsg54uw1sr;Mn+POts.MHtw9?xtgiRfMC"MrPWis"'r'ltf�y'M*�M"vaw,•.•.t T.n,nf.. r '..�'f"tt f � � 1 e t , ` �; ,��f1 ,( � a��,t�'��5 r� a P`:Gs;� .}1�• };k y f , � ' . ; , .:•q , ;. 4 4['!1) tiafi�te to Y t S �� l�f k �s.,�, � 4 {� Y,F•�yy�,y,�' .�i .1, t�tr � .�, X + il 'r s•�' ?f 't'. s $ � .+.y �,:d�4� ?I ��S''7�}.�i�i,�. 1,1Y u�.'t'rFr F ��./.,I+ ti i t>s54 ,�. •'J 1 t "� r r'1.,t� i�/+.1 r� S�4�'3'6�7 sir��,�4}fit 7�. +a , l a 4. .� ":�.e` �:Xk LC+t'��' ,• �w d'. s. }t ie' i., , }t., ,,ic. � ;i:`�s'!57�ai^�,,r t,�� ;r ��'„xyx� i'r�. '�t;,;1. ,+,},7l•:K,•s?i4,i '. ,•Y, i { .tg ;11� h,,k1,'�!'t�R < ✓. K.f�'s�t�i� ''i��y" Y- r� ti � 4 t='{ 1 r 7 r t � ;` s s. �1 + •.r` .� jf�At.}.. ;f}"°};iT:}'�jr"t;ngC ,C�y,,,Yy'p. 1 +t. t{e,y,..�,t,> KoI i'L•T}x`1,ur ,t, .+ ; ` .:'$� 7 J`¢•,,,,+j.;b{t'•tt1'x�°v;")hyX'1 Y,!.n1:. of jf' 4Ytr'}�ih `ft67sv €; :7'r•1e {f' {:r'�r.j.,:j,�:l}r�r�.tl.§„ r1„�'YJ :f. ti' t �� 5{ 1( ST 1 �, '1 j .' '. ,: e ."....,......... .".wrr..mi.�,in,rs•+M,nawli,+Mi:n.u.,�.ea ;' v ,,:,t.�.�1+r�lY •�1 is 1 ,Lt.,:ar:.:..kt" ,tw:+,Yww+,�«+w w4.,.,r.w.,....,.+...,..r..-..r..,S•war+;,•,ww..-..a.,...,.,rn.,;...e.,a.,. .,...........� ..,.....n,,.,,wM� •tzt.�RrJ.i b"a,•rir'e as.,t iron.t.+r.,w.,+..t.rnN,!e.ntgn.ve,....w .,wi....w I��S� r+ "4 �'1.. •- '.f t${��;y.+'rt�rt:�ifr. it •� �•�?LV�•`�t.•,fit.1 7 AC 150/5340.IH r 3',.,,.'•, .:r 8/31/99 R UNWAYS AND TAXIWAYS. CHAPTER I. MARKINGS FOR PAVED R a Section 1. General. P. coefficient of the marking surface. Glass beads or PURPOSE. This chapter provides the g standards for markings used on paved areas silica sand are required when durable markings J (runways, taxiways, aprons, and roadways) on (epoxy based and methacrylic based paints) are airports. Markings for large aircraft parking used. These paints are usually applied at I8- a positions and markings for unpaved runways will 30 mils in dry thickness. �u be addressed at a future date in Chapters 2 and 3 respectively. b, Striated Markings. Striated markings, which may be used in areas subject to frost heave, . 2. DEFINITIONS. The following definitions consist of painted stripes 4 inches (10 cm) to 8 apply to terms used in this AC: inches (20 cm) in width separated by unpainted "[ stripes, The width of the unpainted stripe may not a. Displaced Threshold. A threshold that is exceed the width of the painted stripe. Thep;;; located at a Dint an the runway other than the predetermined width of the painted and unpainted fiwti,'y}t' p Yx t • stripes must be the same throughout the specific r•' ;� designated beginning of the runway. P g lkf ':i marking. A painted stripe is to begin and end the .. b. GPS Runway. A runway having a width of the markings. Since striated markings a,• re' s: - precision or nonprecision approach procedure have a reduced visibility, more frequent ?>�;�,r;,' zr.:..•,,,, utilizing GPS navigational guidance and vertical maintenance is required to provide an acceptable �., marking system. Striated markings are not used guidance. on Category II and Category Ill precision runways. 7i:•i:t..`''.\ c. Nonprecision Runway. A runway .' ';3 ':`t�:•:' C. Temporary Markings. In selecting h having an existin g instrument approach rocedure 4;,,,7..:_A+r�.<+• ,:r,.,.. 7„ utilizing air navigation facilities with only material for temporary markings consideration horizontal guidance for which a straight-in or side- must be given to the difficulty of removing the she non recision approach rocedure has been marking when it is no longer needed. In thiski;�?r P P PP P ' approved is considered to be an instrument regard, some success.has been realized by using `f �.41i .'c. ,,.>.a; ..,. .. runway. water-based paint. Striated markings may also be ?"�s:':'�7✓"•"'lip used for temporary markings except for those used d. Precision Runway. A runway having an to denote a closed pavement or Category II and r,;. rf• r Category Ill runways. existing instrument approach procedure utilizing i ! air navigation facilities with both horizontal and d. Removal of. Markin Pavement vertical guidance for which a precision approach markings s fr• markings that are no longer needed should be f,��,�;`z��f•,x;;, procedure has been approved, physically removed' by sand blasting, chemical e. Runway Threshold. The beginning of or other means, of ainted over.Painting- removal t,, r<, f✓•, of '3 r Duct the old markings merely preserves'the old '.{, the runway that isavailable for landing. marking, will require additional maintenance,and in certain conditions,can be misleading to pilots. Visual Runway. A runway having no + � straight-in instrument approach procedure. ' r; (• 4. VISIBILITY OF MARKINGS. Markings 3, MARKING PRACTICES. The following that cannot be seen by pilots and others operating � ^`a< ' ,,�•�, i�l„ P airport on marked surfaces are useless. The following addresses some common practices used in ln;r marking. actions are intended to increase the visibility of i markings at airports. , '_ f 4 ' . ;tiaf r a. Increasing the Friction Coefficient. "?} Y� a. Increasing VhIbi8 The following two The friction coefficient of the marking surface can g ty• ;;.�;,• used t techniques have been successfully useo enhance be increased by spreading silica sand on the q , marked surface immediately after application. Use markings. These two techniques should be used r; r+ singly or in conjunction with the and may be y' ; y 4 of glass beads in the marking materials also has B Y j . ':' used for all markings spec ified in this chapter. i the side benefit of increasing the friction g a , r,, 4 ex's,•. r "r „cr!,v ^-,nn-�r:,- .j*,;..}.r,�...rwrwsNNSiu8h4'psr,,�m?"!.w�^!".'.v.!"r;'.^.:?,t,"�;�M�±,'ti.",�';i�:v`�:i��i'r�t`''�'v', ;Ti�• +:�'l��'�t`V:J.'•"!�1 ,'.i. •i a,-� ` f�k�' ..rir •.^P'6S �>;s•;r,^r 'X""; i,":.7'i;,J'l.) .ix .: t.: + uS, },is ,�^. ��, dLr .t t , 4.4 a "* .,, r }' i t y.,.".4'•.`-'St{ , )4. t r t f s1'.ipf:rt,,.., tb t ,ov;•r`!.e'i: ,,j-r�G''j't:; t 1,.r t. ., 'r C`r..sl.:" ':,<, ,r tSr ,iti~.,{�• '!s �}?.his";i$ Rt. jq. 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'(: f., "i'!1`ir• !.2„ .I 1 '!. k, r r.:::i S I :,^t;�:,I..:'� -, ..S t j,,, ,,},;r!n,.S,;`„>L.,.P.rt �•, + 1` '�. ��A t ��' r 4 .r^3 �.,, i J. ... } i•Xi1i sF r , � JS S,.� ;,•,l f a 11 S x i a t app If :� :V .i.,. !st � � � 1 1 S. ..i '+ it Y 1 ,�a�:3k 1�'t��{��f a nos• l s er.�1 'r t,f k7 '^'.i+, '� .. } (; �')1< tkljylT tSl 1�.�a+.,rrt..nr"`.ktC.cc�.:i;k:at'AI•;s`�j'"?%'�'k; 1t' , r1 't'i 1j •7s,i .Cs� 1� t r ., .. - s .,y i'.. b A�,c.t4= �r i,,.,��f L ��i'+1' TRi,. � 5l }t .,lf'..i z ii .., ..� � - ,n,�'�vi#.•.;i,.Ye:..r.rw<..a...,..,., t,'...: ' .......... .. .. ,...... _......... ..... ......i..,.(... ,. ,i... IS1�itiLM'i.M(,..u...,.:xwr7,.:kvr..r�n�'_. ... ...._ .w,.�,r.Mh!UMC.2J:�StrM,'t''I+#Lk'a.+.n��•?Hl,;�t,'fl'`.r f.•, /r .... t?,��Fi 7 t.4��4 f5� hY4�l{��Y 4��S i`,,, }j•r• 8/31/99 AC 150/5340-1H 5 Runway designation marking. (1) The contrast of markings on light colored pavements can be increased by outlining i (6) Runway touchdown zone markings. them with a black border at least 6 inches (15cm) in width. This is a particularly effective means of 7 Runway centerline marking. highlighting holdin g P osition markings and taxiway centerlines. All runway holding positron 6 Taxiway centerline marking. markings on light colored pavements are to be ( ) outlined with a black border. This procedure is (9) Geographical position marking. required an concrete pavement surfaces, and light .r� � fk'f.f',.�:"•.. ° { colored asphalt surfaces. i (10)Surface painted signs. a;� �;��`%��;;�•�, alo •. MAR (2) Glass beads are an effective mcams of °t ' (II)Non-movement are, boundary highlighting pavement markings for operations •<��; Ii .S✓S"� J'Ff�.�J during low visibility conditions, markings. occurring at night, �t+�ztr;tp•`',„ or during periads when the pavement surface may Markin s Recommended for Glass ![ be wet. Glass'beads should not be used in black c. g 1 Beads. Glass beads are recommended for the •� paint. following permanent pavement markings: '1, Glass Beads Requiring Runway Side stripCS, � '1 b. Markings uirtng a ' Glass beads are required for the following ( ) Y 'aifiTb l' 2r�1'!l permanent pavement markings: * }{�1MMMMMM't , (2) Taxiway edge markings, a y ; (1) All runway and taxiway holding (3) Displaced threshold markings,and position markings. 5 t.,�(,<>{ frr•�: t � Y.fy)tt�w`3 h�r`t4•'f..�"•(i l,fr',:. ':.:. (4) Demarcation bar. marking. Runway threshold ?. (3) Runway threshold bar. d. Glass Beads Specifications. The glasst; applications should meetx ' ' ' � .<<$ ;_-;, beads used for the above app the specifications found in AC 150/5370-10A. (4) Runway aiming point marking. # r j,; , Section 2 Runway Markings. blast ad, sto wa or wide shoulders. additional 5. APPLICATION. Table 1 identifies the P stop way, All elements marking elements may be necessary. marking elements for each type of runway should be of a corresponding size. For example, a >^� a�y�'. z' .•', shown in Figures 1 and 2. The two ends of a f12 w having different approach categories, i.e., 75-foot wide runway requires fewer threshold g r:tea -dark runway g point markings that are •, , }ai N; visual vs. nonprecision, may have different stripes to the runway width; however, the markings. The markings on a runway may be proportional �� ;��• .3',;,�; upgraded to include elements that are not required. runway centerline width should $ remain visual minimum width for runway category. E. •.. For example, side stripes, touchdown zone ;•,a Yku' markings, etc., could be installed on a visual runway— 12 inches. runway. if a runway has a displaced threshold, '~ t f$y t ^rv' 2 a h--••-.-rertl.,. .: i Y b MIMt.. r< i r.-o-. •e�-k ...+.eau.. 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Sij s e 4• t y��' � �' t ,t r ). ,C(', ..y.,y r s f�ft !' �. t' t x •:v H :rr ' " , " . . �(.. �. i ''�'~Y '1`ya•�i+1".L+nrfir., .Jr�.,.. ;,.aS , .,r- V7, .f •1f i '�� + ;1t:.sS3`^�.��.1,�t�e q��`�" rS` § a17r• `[' s '' ' r �+..(:.4 '7 f�?` �;4134,,.:�.7 �� b Nr,}.:ris;r•t ..,,�,. .tC r. �,� s t,7 �'S.,t ' �s � •s .'Y .I R';"r,ri s,�R",. 1�„ ,t �� c: .j.f :I W^ ,,.: /yj'.�t rr:F,.t,�'),,,,t(,.�.,.1✓ f t n J,! y I 4 r, ry ) �..l!'fc• .l.4S {Y s,, S„� � ,lf.r,f.'t�d1t: � t `r '` ' � � t :.�ttr {.5jia,..£�,. ��yr.>;�� • '��'��rFA;�' ��7�` ?5r jlzt'�tt.Ili� J J1 i.t r.. .`t 1. i♦ y ,: t r r,' rl. r i,'ff Std a,fr � � v. a{f�'. , r arA,.:i:k`w',.,�i'`.NeaniKwnr}sa. i.rr;:�, s,.,__.r.,._._._.._,.-.L.s...,...rv..�n.».F..rnwwn,w,v.,+w....w�,✓.r..:.,a»r sr.,nar.,M,i ”,F,:t!t4�lECr.t�4 ��.7rf..ns..e.H.T.rw.r,..,,.r..r.w.,.,... ..,. ..... , ..._.»..,......+,...,.�.:.i,w....s.i....Y ti:.n�.,,...,uu«.l�lx. .��f?!M1,? e ,r f »w�0 t_3hr ry ' YZ firs qtr tt.f. 3.. 4 8/31/99 AC 150/5340-IH :yh ` .� �. f Nay itJ t TABLE 1. RUNWAY MARKING ELEMENTS. " a Marking element Visual runway Nonprecision runway/ Precision runway } ;_"I Precision GPS Nonprecision GPS ' Designation (par. 7 X X {et t t � Centerline ar. 8 X X X 41:tG ti �:. X X old marking(par. Xr Thres h •, 9 q X1,7' �# Aiming oint(par.10) Xz X2 X1 ` zr,t. Touchdown zone(par. ]1 X r' ] x' a{ j Side stripes(par. 12) X ' i {4rF>sc Only required on runways used,or intended to be used,by international commercial transport. i,.,� . On runways 4,000 feet(1200 m)or longer used by jet aircraft. ` s Used when the full pavement width may not be available as a runway. RUNWAY MARKING PRECEDENCE. g, precedence order. Far marking purposes,the order Where runways intersect, the markings on the of precedence, in descending order,is as follows: runway of the higher precedence continue through:1110 the intersection, while the markings of the runway a. Precision runway,Category III. x# '� z` of the lower precedence are interrupted except that N the runway threshold marking, designation b. Precision runway,Category 11, wti , marking, aimin g P oint marking and touchdown zone markings are moved along the lower c. Precision runway,Category I. precedence runway to avoid the intersection area. Where aiming point markings need to be moved d. Nonprecision runway. more than 200 feet(60 m),the threshold will have k' to be displaced or repositioned to retain the e. Visual runway. .� t'.x distance between the threshold to the aiming point ' } for an example). The 7. RUNWAY DESIGNATION MARKING. �,,�'r, f,'• y marking (sec Figure 3 distance between the threshold and aiming point markings should not be less than 1,000 feet. a. Ptup -A runway designation marking = ose. Whenever the distance between the threshold and identifies a runway by its magnetic azimuth. aiming point markings is 1.200 feet or more, an A airport operator may place a note in the b. Location. Runway designation markings, Airport/Facility Directory (A/FD) which provides as shown in Figures 1 and 2, are located on each the distance that exists between the threshold and end of a runway. the aiming point markings. An airport with "closed -V" intersections requires shifting the c. Color. Runway designation markings are runway designation marking down the runway due white. to precedence of the intersecting runways. In this }r. case start at the inside corner of the intersection d. CharacterisdcL A runway designation and perpendicular to the runway centerline, then marking consists of.a number and, on parallel RA move 20 feet down-runway rom this baseline to runways, is supplemented with a letter. A single- locate 4 JN Y Y PP the numeral position. For an intersection of digit runway designation number is not preceded runways of. the same precedence order, the by a zero. On a single runway, dual parallel , R; IV p referred runway (lowest approach minimums or runways and triple parallel runways, the j most often used) is considered to be of a higher designation number is the whole number nearest f a� r s: ,yr,, :,.t,+.nfy•a t}..;i•: �;;.:w;�.,,rr• ..try<7?� .,4 rr..e:'47..; ,:3:?' •"'^'";.,,;.,.+..�rvwrws+�P(saI,sr '^ r'_".r— "i,t�•;;r ( «..rtn t � ] i.t•. - 'r,�:a ry y+ r~tu � e,!" t n 4. •`,r} y ;.x t ! r , i •} r3 4;:;�';'$,9t;'U' .,!'�t�`(�, ,6, ^,�. n U',�K'.. .:IP� ,'J:` rY';.•3�t "7 r�f;I�.:'+ �.i ( I .�q� 4 f t r .j� �i :Y:.. .,t; j•y. .t .1� F � .�.Ni;r,r�It l�;yt br: n�,«.P .`J,j}. 55'' <K ,..'.w '7?"'I.y "+r` SS 7 y ��,, t+ v w +,� S •. �.. fry 3{ �r �t a {{ t�;S.It;..,:r., �'f r t. 7,a`., .�" '7 t �4kd�`'`�?} ref ;"»k J i, aN,• , f;t: r: s I y 3.t, (,'r )',. %;I,? :{t:• 1 %tr', h .�%,•y. t� 7. �r�'"l�i.e7}rt�.�.�, '+�,!,�J.�e.,Y�r, t: f..,{ ,rr t .F :'�+ ,F .r 1 ltr "} ru. ! .:'�'it ,¢Y'i`•- t + F !'. r•:s ai',t�r,�`.{ :F,.�` f,, t�' � 7((''•7,., x ,(!...,yr,S',�,Y. {.�F )�;;'�'ri: `,+. +'1y-0 of .� �4�:cf J }�. }rf f:`'1 r 1 si Y. t� .r t .t.,.• '.1.• .c�N i 'k". .t'1. �1� ,l'i�' tF." �F,r�',I ,r,?; rr, �v �h�,r' �,�`2` r,�y t� c 1 Jy,E..,7, .d ,}Ip t a'i�:.t 1 �'i. .Y 4�t'v s. `:i , .Y.k .v: t{3 '.a°l, ,?;t1.;7'`'+ !v �,. '� .jn:�;'i) }.•�v n �,, �kE }. t$ J� .�i�KN't s. t� tt�.;r'fip } .n j`{..,,;.L,. ;{1 A r y s .,J,i: .� 4 I. ..1 {Yx t 7.: YJ,{ ,1.a..• '7: �. 4> �aF ti, �� t�:+.Y ;'TI yJY:!,'Ct,r r r �.. ..2. �({' ,;: ,. _i r'. ,i,�) .»Ti `t' '.F�`�.l .77,, q•<ay' .�. �✓. �,.,,?2r,�.7(, .l,i,: "7s.} �. •7':JiSS r e 'a' ..{, rvtli"�`}• 5 e 1' } ,1t +H.. .i, '1 � sii, t 1 ! :X'j!. 7+'.'I'tia .S;`.�� y.,, r;.4 ,��..,r-• < "vkv.4:�te.r„ �§n' ,,}'a,Y;St JP' dtt,. :rl'. .C�� .�- .r: ', 3 H`ti ,f J <+ Y �,! .,x,,..• ,y�1 ,J7 �` r�ti '{i' `i�'%"�j;,S F .F'��y t?•�j'� 6 `-�}. .,if ,.t, 3: "..N e3� .t. 7 `t �' 1.r,.. t t ,r1:11; :r..,traji?3�•'I�i::%i��'��r .� "+ �� p. ,nyr: nF� „ss„i.,14, ;8.<<,• !a .b'h.. .t !,, l.. {i+=t 1 t .:'I, e:} .1Y 4N agg,�� "' y.pi. ,rrN T'F�.. �t"',t,•l .,.}, 'v.'. (��'I:rJt:i"5�;:.,,'a,n : �,a;�•{.:,i✓r ��i. wr? i�9t. �' ,r�;La.;'S r./Di �li �. „},,i� i�Is :, � is .Yii .f ')t., 3: '1.., .q,f•'>.t:. y;i:, I ytr tt /,- �!r!d't xV ,+r�.Y {'i�,;,p r5 4F.s+, � ;:g v_,r r�}t. t,,},} .�?, ri. , i .. �:,; I:. 1 'S r'.� iq�Y"��s..t .3t� •y ,tr 9 f*�f s ��.1�� S£��1�` : rYi , 7 , .. .. •r is nY 97k�rft •f Pe-A-.wWw ..e. .._.. ,: ,...�,.n;ry- art NS: ,.1.9 J...! rl :. .. . . ..., ............. ........••. ... ... .. _.. ....... ,..•.. ... •±..�..(.r+lx.enl{,: ',•} Y r': i r.(. 7 ;t •;,541.;- s4:`li` lv 1., fiy AC 150/5340-1H 8/31/99 one-tenth of the magnetic azimuth when viewed may have a different runway designation, specially from the direction of approach. For example, if the paved runway has a paved parallel taxiway, where the magnetic azimuth is 183 degrees, the runway designation marking would be 18; and for (3) The size and spacing of the numbers i a. a magnetic azimuth of 87 degrees, the runway and letters are reduced only when necessary due to designation marking would be 9. For a magnetic space limitations on narrow runways, and should azimuth ending in the number "5," such as be no closer than 2 feet from the runway edge or 185 degrees, the runway designation marking can side strips if present. The numbers and letters are be either 18 or 19. On four or more parallel in the form and proportion shown in Figure 4. r runways, one set of adjacent runways is numbered to the nearest one-tenth of the magnetic azimuth 8. RUNWAY CENTERLINE MARKING. and the other set of adjacent runways is numbered to the next nearest one-tenth of the magnetic a. Purpose. The runway centerline marking azimuth. identifies the physical center of the runway and provides alignment guidan::e during takeoff and 1r"S7 (1) Parallel Runways. In the case of landing operations. "°J x" s' u-y y s r✓r l 4, parallel runways,-each runway designation number is supplemented by a letter, in the order shown b. Location. A runway centerline marking is from left to right when viewed from the direction located along the centerline of the runway between of approach,as shown in the following examples: the runway designation markings. { (a) For two parallel runways having c. Color. Runway centerline markings are t'<.,- _ 7<' .r4'?•, r a magnetic azimuth of 182 degrees, the runways white. : : +h"• ' ' would be designated"18L,""ISR." ;'+...,,,,., d. Characteristics. A runway centerline For three parallel runways marking consists of a line of uniformly spaced t �) P Y 8 having a magnetic azimuth of 87 degrees, the stripes and gaps. The stripes are 120 feet(36 m)in j rift,y4 !. runways would be designated"9L,""9C,""9R." length, and the gaps are 80 feet (24 m) in length. ".r>, _ F•f.;r " r>;u; its';-4t i Adjustments to the length of the stripes and gaps, "' `t=a`` iF`at (c) For four parallel runways having where necessary to accommodate the runway a magnetic azimuth of 324 degrees, the runways length, are made near the runway midpoint. The would be designated"32L,""32R,"4433L,""3311—" minimum width of the stripes is 36 inches(90 cm) "•; ,': G yr for precision runways, 1 b inches (45 cm) for i or five parallel runways having non recision runways and 12 inches (30 cm) for(c� F lr r" 11 a magnetic azimuth of 138 degrees, the runways visual runways. Centerline widths are not to be I•.1 " " u " " `� rh i would be designated 13L, 13R,n u 14L, 14C,+� decreased even if all other marking sizes are } "14R.". Proportioned narrower because of runway width. THRESHOLD MARKING. (e) For six parallel runways having a 9. RUNWAY `�� `�•�'`'r'5��'`'f'' magnetic azimuth of 83 degrees, the runways i55t•4y r lq{ ' would be designated "8L," "8C" "8R," "9L," a. Purpose. A threshold marking identifies r<<3tYa'1 "9C,""9R." the beginning of the runway that is available for ;,i q.1 gel Y:hs 'e., landing. xyt (f) For seven parallel runways C,xr the b. Location. The runway threshold markings having a magnetic azimuth of 8S degrees, t'K%�°ti�f�.;�ti,..,,;. runways would be designated "8L", "8C", "8R", start 20 feet from the runway threshold. This {, "9L",6'9C",4&9R',"10". dimension may be increased to 30 feet from the ., •i, runway threshold when a threshold bar is present. There are some cases where parallel However, if a threshold bar is added after the runway designation may not be appropriate runway threshold marking is already present, it is because of possible pilot confusion with the runway acceptable for the threshold marking to be located Ri surface or the distance between landing thresholds, 20 feet from the threshold to preclude shifting theA� >y;k For example a turf runway or a visual runway runway markings by 10 feet. which are parallel to a higher precedence runway and have a distance between the landing thresholds c. Color. Threshold markings are white. ,i q; N1'V 4 :i. q �. !,n+.wlr*^' tp•,•:T• ix !++r.nr.:'nt..*w''iMYi'�!Y;:liCty,'INf1Pg5.�YC;i�kj(7�{y�G�i 7yK'YA4•rfMlwww+.n,.—... ...,'�i",^,".'t^w.w`..�'°'ao"w°'�.u�gti ( tt�'r<''1 r�F,<<.. y;.-�,x'r(d�ai.v',y,: i.fi{ YfY. I ;r,.�.. .i r :t. .. !� ti r,,.l.,{.:'i=�,ff f�r r�',1.o'a ,•t .Ya Mt�.,., ,� 'f•�•�f' r ,Yf ,f I':t, r: t t '�",:.n "!..,'Hi1 ✓i)4f,{',;•' l• �• t' r�'.,`�J`N �::,,5, t .f<<.i i � e i .,t�'-r '{' .'rti 1; f .t ( fr,'.f':i:-N E,i;ct•1(l 4'4i . ,dS,r.l:d.» , r.. r r .t 1 s, �.'4:,:r•i a C' (t 1..t 1. Y h;(';.. .., Y.: t 1 `3 t,� .'d• .�4f 2 •• F Y J• t ::!✓ ,'4:;�'•.3�aC3�{%`�t'{�f rtn l`f r 7 7. y1 �' '' f• t 2 t i,t'+) r :•,'��iit yiy�j 7, 1t•< a � i A7!•'S,'g. vt;,,,,.d'^"a:. 'r` {x�•..+'.7 :r, + i... •;x•. ft "",,..t.�•;,.t;,"'',=.f�,?.75.,�;r:� V.:�'' �'• $::(`4 ,•py ve 3. "Y( `•'.�:r. �ri�. , t� �" z i J .�i'd k,iv, Ft.i� %�r1�t`,; 9,• �,,:�' e�;:n'� i. Tit F .i Gy + •i r ,....t.,,tr� t S,},.7s� y�yq� t„#,r�:�,�y,"a�c rf}' �"f it•�'Ti •�(r'}!}, S t✓r i,r id n ,r•i ! 'I ,;t f rt f rr-r•f3it ltp,y�7....•t r��S{i reY-�B:;.1�'Jy '{ t T"YS`}�'i�.'. �'r ,f f,.f :i .., :4t f _ ,. , , =t r: r,: S[} ii �, '�, i•�4i s5��£i G11 �y,�.y Jj , r 'rn. r r'... �.J ,,s ,ks:r,',, *iS,.. '�v ? !9 ! ,tt,.' eStran`.r r }�yA wt�a.V.J,.); �t� } 1� .l :�r i _ 'i' .7 t+. i11;'�t,:�t :j�,(o1..tr. t,.r4d^r ! .1'.Pf YJ ,f7{sal A.r .i, '.SC .r e! tr i i t ,�•r ,(...r •t1�z:r.'YK; na. `C,r p'?�rti Sr•'t�.vt`s'v ,Y, �t = j.i.�r .vt '+ �, .r. � ;� r^y`�4 .ir'i +yr,�'�'+j•'+t�§&',1-,�'t%.�i'��,' ,7 , rt'. ; r 't .r t i .`ta{4�,y 'pt�rs,�{.�t 4x�t't.,^at1��J .Y:4r�yt 5�:5'r3•x��+F'''r'�'1 rrG S•tt'�,r (J}k�,ttitS ( 7(lj: r .J '� } y3r,'t�..\°>•}�}.,�r;;�irt� si`� SS .r„ 05 ��' -;:a,q. its dir<t�Y.;.i�s'�a !+ r`•a t t. 4 'i , J {.,z ;., x_<a.; ;4,t;t�rt•``:;�;�.�•� �;:; r. r,,. :7w`i+iiiWkc�'�?G:.�.'..'...._..,......a.,.,.,...�.,......,aw.,.....-»....,.,.e.r..t w..,..a„_..�.�..........t., ..a ..vs..no-Yx.f{tSt�tia:anau+t K4nn'r..nu.4,.ti.ry N,..,-.w.A,.rw,.v;...a:•...c?. .,.� ._._..r....,,..:•....,n4..w...,...,.ai.fi.n:w/.,S...it.'Na::.�:1.+Jr.:: 'i,.' �k�{ ` ��ti�i t .. AC 150/5340-1 H 8/31/99 err;s� d. Characteristics. The threshold markings runways greater than 150 feet (45m) in width, the ` I r.""� may have either of the characteristics in (1) or (2) width of the markings and spaces between the {{ I yl' Fq4 i 1 below, but after January 1, 2008, only those markings may be increased proportionally or characteristics in(2)will be acceptable. additional stripes may be added to both sides, (1) Configuradon A. The runway (2) Configuration B. For this threshold marking consists of eight longitudinal configuration, the number of stripes required isr, '�a`ry ��k; 4.'`Y';' stripes of uniform dimensions spaced related to the runway width as indicated in Table 2. � symmetrically about the runway centerline as The stripes arc 150 feet 45 m long and 5.75 feet ;. shown in Figure 1. The stripes are 150 feet 45 in) (1.75 m)wide ands aced 5.75 feet 1.75 m s art ion and 12 feet 3.6 m wide and spaced 3 feet except the center space is 11.5 feet (3.5 m) as _�` I m apart, except for the centers ace, which is shown in Figure 1. The outboard edges of the 'h7,'"'. 16 feet (4.8 m). For runways less than 150 feet outboard stripes extend laterally to within 10 feet ,.,�� .; ! (45 m) in width, the length of the markings is nw (3 m) of the edge of a runway or to a distance of changed, but the width of the markings, spaces 92 feet (27 m) on either side of a runway between markings and distance of markings fiom centerline, whichever results in the smaller lateral •, the runway edge are changed proportionally. For distance. A I" TABLE 2. THRESHOLD STRIPES REQUIRED FOR CONFIGURA'T'ION B. t'y;��,�?I k Runway width Number of stripes ,{,,:�trc:,..,<,•vi.�.. ' 60 feet 18 m 4 r,-, 6 . 75 feet 23 m ' •;j t'1v ,, fit.'2 100 feet(30 O m fie >LN {. Iv t 150 feet 45 m 12 Li 200 feet(60 m 16y ' 10. RUNW AY AIMING POINT MARKING. G Color. Aiming P oint markings an white. ) t e>lm 5 ;�k'w +i!' ;•.rr °r�::;i aim; sr a. Pttrpase An aiming point marking d. Characteristics. An aiming point t.. 4 j ` serves as a visual aiming point for landing marking consists of two rectangular markings, �}��'•„`, ��h(,"? operations. 150 feet(45 m)in length, located symmetrically oni4," hr.'.A each side of the runway centerline as shown in b, Location. The preferred beginning of the Figure 1. The width of each marking is 30 feet aiming point marking starts 1,020 feet (306 m) (10 m) for a runway width of 150 feel (45 m)"or ) . from the threshold. However,a tolerance of plus or greater. The lateral spacing between the inner ,•s P r,•��c t„� minus 200 feet (60 m) is allowed when it is sides of the markings is 72 feet (22 m) fora �•��.�,,1� yY�, necessary to move the awning point marking to runway width of 150 feet (45 m) or greater, For • ,•1ti. ISO avoid a runway intersection(see paragraph 5).This runway widths less than feet(4S m),the width adjustment may result in a change in threshold of the markings, and the lateral space between s s crossing heights for approaching aircraft Runway markings, is decreased in proportion to tht ' ' �'hc °- 'cf approach aids such as Precision Approach Path decrease in runway width, but the lengths remain ;; ':;` Indicators (PAPI), Visual Approach Slope the same. Where touchdown zone markings are Indicators (VAST), and other aids may no ion tr provided, the lateral spacing between the markings ;r) 4 r N y g have compatible threshold crossing heights when should be the same as that of the aiming point f; aiming paint markings are changed. Adjust markings. approach aids as necessary in conjunction with a >• change in aiming point markings to maintain compatible threshold crossing heights. ; 4 try•ri .k r'n'S"i""4 �''F,7PT'6 riRF'.1,'>;•z t" '+Y'�:,',”:t=" - _'7.r..,-•,,...+.w a„wnw,w,..-...--, ,i.r,--.,....,,t,;.-.,•�. r �"'xt77 '^};;'.'. �!?M('•.Qj"V ti. .t' r ,l.i•!:'i 1J i.�•1'�,.t ra ,�Y h n�f .5'�M1,'}"��(%�.r:�'r..,`t, i ,. .'��,y r:.�� ,7. , r i. , .+�,��'.'�e!"1rt,, �'b,,,�Jf;.:S,. C�'TV R,yn•,^,'{S h` ieKr `'� t l •. ,}. Y. ,4 �r,f'','?.. ,;,'.tti ti:z 's•,,;r..gr, ;�� l t. ; , �r t J� �, ,�. ,•;'r ..RR 1[ ) V .,( R.': ) 'i! •J+ p 11,r.l 1'�. ., •' 'ghr;- Pt•t. a! t` •t Yr,�} .{ f,; }a `�s:• tt�' � ,J ,ate S t r r i, sf 1 y , r{ .a, n ,��k � +r�r�',J"vT�tirttt'Ab ,di;;.:C�. =•:t;r•i�,.t t :� }"'r: ' , -f'k.5� YV,y,.r�„ �?.n .� + r :�, y rr J. rf; •J.�{1'„ =r M�',);•. ,}� �q t r r r;�,�tts,�4, t{ ;,�xtt�,�! .1; , �'It .t�.;,,.,,,l. r :X.crr, .,.,,,r., 3 N�::= r, '^'' 6i.sn S r^¢s',.s ,i}'a.r• t kl r. .y.;•. 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"t.�l�"': ;r'1: t. +” s:s,.� .d. •t” J r "'t ;�} d._•�••r��..rt�,'•ifi�,'J, 4`✓ '9� ,.rrty i.lt .t' rx•� :'f..K r+•t �3" r y. 'i�'' rr 1 ,..;i 3r ,.ys.. e i;'r a. .u�3�'6•t;,::<:htr+�•rr:.ts�"4�:�t'�il. }'a ,'�,�.•Y..$ r,� }, �p s :, v,,x t ,�y;-'s'i,', ,r�,. t �.. ;r, ..r. (? .,,: k... t ,4.. ,{r. ,rs,•, 5{ i.,.; ?t�?r r:,_.c,�t ,r,.Jr., i'4:. .r, f, t 1;•. u.'k f J1 1.: rF,� .i '; .rrir:�.5 'f';'Yy,,,tA,,<t',�t.pp F.t,,ti�!2.��'. i J ...fit' ,k.{ rr��i K �n �7,t'�;U i� n�}i,h:,,�' ':�r,1'; a.i 'tt•.i +r',a.:,'7 rtry. 'j1 i t c. '..}i :;t;ix.'A' .�.rl^.;J�;�::'Ln.'.,.�j} t� .2 d� ,�� ` t�,lJ�rF 4��.ot;w,y �,�, {ta..•.3o`M}p'i-�r;a•.k: rt„ crCF; ti �.;,;' .1,� I i,: t rr i,F�,t ..GtrF.v, "'C�icit�n,h,}y ''s,:(�,'�n. '`�t#r PIMA r i•'�. vy ..;5',�kV. ci, l..r'i11�k iyk„L ,1 y7 7: r :, = 5 i [ ,�C �. .J ., t, :d 1 .i�i�,rY�thr {'f;i,r��{:{. •fi ( ((. .ri�'jr.. dXr ,:n',•>r .} l t,f'. + 't n"t K s ,.t:. � ..v t' .t. �rffi�'i•"�5 rt,:,4i'd".iGk, g�,,..U.;f•/1•. ,� ,�i, .i i:` .,>r .�1' 1.�' 5`t�`�3 `irlv`t {. { u , ��, i � t r. � r �` '��,,:�,,r<.�tt 3 ti�?$,s I �4�Jr�,p4.��i r a)}=�%stt� fti�•�+�'°#,:.fie; `�� ,..�;„�` �, .,� ,• t {.i... `( k 1 = ,kf -r �4� a� r Jatit,q� #�ru��i ��i,`1i1 'S� rr 1rrn5ra r� � �9�tlrik'`y �h ! y} ,yrl e ! .' a ° a - .. < , r'sl,� tf4F!•gr�C'7'S�Yx+Rii. dt ........ Ilk ti` drv• ,....... ...... .,,.., ... ...., .,o ....,. ,kl:..r.4,v�f..!_.vL t l v�t er {;i r rk8!twrin.ss,.,.a•...«... .,.....t..,,... -,.......,,,.,,.t,-'. ,�t W„ �..L,^f ,,.:.;..,a .. , .. . VI rYi 2 iY�t it AC 150/5340-IH 8/31/99 11. RUNWAY TOUCHDOWN ZONE d. Characteristics. For runways less than k 150 feet (45m) wide, the markings and spaces are 1 MARKING. ; reduced proportionally, but the lengths remain the f_ a. Purpose. Touchdown zone markings same. For runways having touchdown zone 4 identify the touchdown zone for landing operations markings on both ends, those pairs of markings, wY, and are coded to provide distance information. which extend within 900 feet (270 m) of the runway midpoint arc eliminated. No touchdown [7,: f i b. Location. Touchdown zone markings zone markings are eliminated where installed on consist of groups of one,two,and three rectangular only one end of the runway. Table 3 lists the bars symmetrically arranged in pairs about the touchdown zone markings required when installed runway centerline as shown in Figure t. on both runway ends. On shorter runways where v one or more pairs of touchdown zone markings c. Color. Touchdown zone markings are will be eliminated, it is recommended thatr`,?+:,y white. touchdown zone markings be installed on the "" ';yt-y •,;.; precision end only,so a full set will be available for precision instrument landings. TABLE 3. PAIRS OF 1'DZ MARKINGS REQUIRED WHEN N r INSTALLED ON BOTH RUNWAY ENDS. i Runwav length Markings on each end 7990 feet 2436 m or greater Full set of markings 6990 feet 2130 m to 7989 feet 2435 m Less one air of markings i` Less two airs of markings 5990 feet 1826 m to 6989 feet 2129 m Less three airs of markin S t+ 111 ^ !.� 4990 feet(1521 m to 5989 feet(1 825m) •� BAR RUNWAY THRESHOLDtt4;-a' L 12. RUNWAY SIDE STRIPE MARKING. M. 1:; 1 a. Purpose. Runway side stripes provide a a. Purpose. A threshold bar delineates the 1 visual contrast between the runway and the beginning of the runway that is available for surrounding terrain and delineate the width of the landing when there is pavement aligned with the paved area that is intended to be used as a runway. runway on the approach side of the threshold. j b. Location. A threshold bar is located on b. Locatlon. Runway side stripes are part of the usable runway, are located on the runway and the landing runway at the threshold as shown in consist of continuous stripes located along each Figure 5. The threshold bar is prat of the usable side. The maximum distance between the outer runway for landing. edges of the stripes is 200 feet(60m). c. Color. A threshold bar is white. ' stripe markings X"s c. Color. Runway pc are 'x: a, A threshold bar is Characteristics. white. 10 feet(3 m) in width and extends across the width ,t it l rj�2:ry j 1t� r.tv,.. IV d. Characteristics. The stripes have s of the runway. The runway threshold markings �. ...';" , u � :.MI minimum width of 36 inches (90 cm) for runways start 20 feet from the runway threshold, }�ca? ''n�+`♦` L't��*t�4' hxif 3,'vli• 100 feet (30 m) or wider and at least 18 inches l�,�� (45 cm) on other runways. The stripes extend to 14. DEMARCATION BARS threshold areas, which are the end of displaced used for takeoffs or mllouts. a. Purpose. A demarcation bar delineates a t f;t°fiv r„ X 11' runway with a displaced threshold from a blast „f4. '4; ;r`_,•'' Xi 'h�� N,17 pad,stopway or taxiway that precedes the runway. 6 x4uty7<, .Y r �'1'_.F .:4' �� 't' l `f. >, 'j.j•4 3 s.t41;i�•i.a,,'::.y�.�.(K'�Sliy{".,+$r"JL. � tt ft!',.. I� �„g• �t a c S>: r i � t �1k�.��.�.>.a� r�i�� ttticy�%d�r” :;"ly' � :[[ i.)r,Y.: 'f. t'. .,.. I. .s.t::1 , t i�'�. •�''.j""'rY�" s 1.1,��4:f}4,f?�„{,i.:•7r i lr ;,. s i 1 rr. I t �t Y� Ff1 'r'{,ti:{11'.....{I�.J ate,:''�f��"1�r'�}y,,2"5� �i3 ,5. k,l2,,:.r��' ! i x. � r!:= t r ! ,' r I i•r rt r�.p erg. , ,tt:s 'l� - , �Y?� h}rs.;4t�.;jd;�'%'�it"f t L,,.`�"rp.,A.._ }3 F//� rl ;.t' s s, 7 t;.t.f ,1.�• 't �'>..t,�.it;.;i2,.��sr�ysw,,,f,I'.4��'�.�,gi ,� '` '�i.. ,l"� `r.. tr :�!�' :,, y,5:�.� 2' s ( ,s e}�•.�',a�s;:,.r;•tlx .:,�;, r �'�'s> i[,n,x�'"'�,., �' i2it FSw /ry t .v � r 'C t t,.s s ;.. 1. t t� s �S f_ '7 :t:A?�4'f ,a ro•t�. �i"'k(7•�s S `3 „+i'. +r t�y.�r y�1iY •,aiir4 '� r,j t�><! },,' a:t '�}Jt'� '' r.. v ' ; - 1'1. ' .,.{I, tt!ri �myf,{�(�f�".�'Jt�Y,,4��f�4S'�.- `'�'.�y, lai` s' :,s 'ar': t y.� t ..; " s d I ' t i.i,t' i s+l.ttldt.. �+ �h�...t'i, ;• rC' 1.(sH .6. 1 fY t : !'f ,�..' ,1 � .� '1 '' 1 'I t ,yl �.�J t ,'� ! ( ��t 7k�f ✓tr7�.t�,`�7••`�i�Jrl y i' i� *.. i ,F1 rlM; 4,'V! ! I "ri�� i,i r r t}.��Ir,S :set e"V.�� t'�`;j' i ♦ti 1 :��. ' u1 r, a-'��.;A'.7 �iL4 +'�•,�t�'A#' �"�(�'i r,r7 .u' ��` itr�� ,v.. t.....:. •)..:.. ,..� f� �''y'xt :{}.4�, d. +tl'�� ,'4.�'��`�"i ��J s.1}), �iY t�e., S}�.• _>?, t..n N 'i .,Y,.�7. :1 ,.1S•. ��).ti '{ ,-7f' »rc�.':i:`tiC• �S{15^'.�rf,r,o.; .'t it !.r .r,..lr ,�:. .i fr j:4Z..in'i. ,F;xt, >�, t•,te, lN�,.f` ra,t,.�,v..t s yr-�. ,p yt•'� !7 • r .. j 1 +t 5.: ! Ct ice,,'� o-.\(�c,�{t� .gy`iF ('\'f a ..l tit V{ ;s,: �';x r. t s. 7 A + i '�y>`t¢.s?• k .sz; ,.it� `)ik i".t �yfy Yy tfiy''x.z ii.J;'.'7''''t{#')•"�,j f, t t+ .,, y. yy y .{�h rikSb it{)�1 r, +x P� `�.�• ' ,... '��LC'�= .�.� }v., >'X +: •d 'I:t. .. J:K+1,t'tM. ,pp a b 5.3, f„+i. 41 j`�,�nj�� 1�`•fi t i S�J r '�: " 'r :•, ? �4 � 1 IL .I��t rf •••555 f n 3r)$ ^'' P�' «{}> i, . '.!' ;. '-1f's � i ;tfi;;( SJr,�,J-,'�`8".�f�• r�jj+� t .1 y,.f>F.t� i4 x t f . rr .>:.Y�..n.,+,.,,Y.u-..c,.,,r.««w,ae.. ....,«,...,..,....,, ...J, ,.. :..«s ... Mn rw...,w,......... ,. ,,....., ...ww„Yw+�Y:i,•.+ewJV.N.S:ri.....lwnwu:..MO:>�1.kUr.:+'Ya;�. �°'`�� y �! ; .. viiia+relxdNJ6NFieerWVJria,.•S,FwMe«L.,e•,�.. ...1....�,i�.,n ,5,=,•. ,1t,�2.V'i:�t:r7 ,d. "�, '. iN r7 A AAF •�'.. :��'jf tg-�t�zS.•°4sj"i�,t,��i0�:i."�::, ! w AC 150/5340-IH Y�,rtt fz ti 8/31/99 •. b. Location. The demarcation bar is located 17. HOLDING POSMON MARKINGS ON the blast pad, stopway or taxiway at the point of RUNWAYS. on L` ' ` M intersection with the runway. However, the demarcation bar is not part of the usable runway as a. Purpose. These markings are installed on runway where an aircraft is to stop a when then, €., • J; shown in Figure 8. '.; runway is normally used as a taxiway or used far „4f ;� 5 �q`{, Mri .p ? m 3y s 3 at-1 1 t c. Color. A demarcation bar is yellow. Land and Hold Short operations (LAHSO) as identified in a letter of5x;.;ps';�.•'_'#"`r agreement with the Air d, Characteristics. A demarcation bar is Traffic Control Tower(ATCT). A runway should x f 3 feet (1 m) wide and extends across the width of be considered as normally used for taxiing if there {..,� o is parallel taxiway and no ATCT. Otherwise, 1 the blast pad,stopway or taxiway. seek input from ATCT. 15. ARROWS AND ARROWHEADS. b. Location. Bolding position marking:. ,•:wtiyyt��?�gF��yy�Yr a. Purpose. Arrows are used to identify a for runway/runway interjections are located in Olt ��.¢ r:f; •sJ�s,v',J. displaced threshold area and are useful for accordance with Table 4 for the most demanding ,,; „ _ , )� centerline guidance for takeoffs and/or rollouts. aircraft using the runway. These markings are t , - Arrowhea are used in conjunction with a normally located in the lower precedence runway. ,i� fz•;r ; "1 threshold bar to further highlight the beginning of Holding position markings for operations involving a runway where the use of chevrons is not "land and hold short of a taxiway" are also located fi;#�Ms�?''r�Y','; ' d. Holding position in accordance with Table appropriate. " - markings for operations involving land and hold t f> j b. Location. Where a runway threshold is short of a predetermined point or permanently displaced, arrows and arrowheads are approach/departure flightpath are located at the redetermined hold-short point. Moving the hold- predetermined �;+, provided in the portion of the runway before the P short point awe from the intersection does not 3i displaced threshold (see Figures 5 and 8). Where P y }t•;� r + • •:.r s1'?, the pavement area preceding a runway is used m a necessitate redefining the type of land and hold short operation if an intervening taxiway or g y r taxiway, arrowheads are provided prior to the P #> runway is present. For example,a hold-short point1 r ,r threshold bar(see Figure 6). will be moved away from a runway/runway intersection just enough to allow both signs to be c, Color. Arrows and arrowheads used in a j g r1�".� „' x''`'.•.,, `y displaced threshold area are white. Arrowheads installed, clear of an intervening taxiway. The fact 'I air, used on a taxiway prior to a runway threshold are that the hold-short point is now prior to a taxiway y p y does not necessitate conversion of the operation toy€. (, yellow. Pei "land and hold short of a taxiway" The signs ° " „ a? would retain the runway designations. If instead, xt,7 '' d. Characteristics. Dimensions and ,�•��fj ;�'�,� � )' ATCT and the airport o erator choose to convert rP P ,�. spacing of arrows and arrowhead, are as shown in the operation to "land and hold short of a taxiway," Figures 5 and 6,respectively. P back z the hold-short point should be moved further 1 In 16. CIi[RVRONS. to meet the setback requirements from the taxiway, Y; ti� • ;try as indicated in Table 4. Also,any reduction to the :r} ..' 1 $ purpose, t'�hevrons are used to identify minimum distances permitted in Table 4 must be t} s coordinated with the regional Flight Standards k.. •_" ?�';s,;t'' _{ pavement areas unusable for landing, takeoff, and ';` taxiing. Division and Airport Division. 'f ,;Y t3, u C. Color. Holding position markings on ;k b. Location. Chevrons are located on . i t<+. `'. pavement areas that arc aligned with and runways are yellow, and are outlined in black on t t..a . light colored pavements. ?'= contiguous to the runway as shown in Figures 7 These mar an kin d 8,respectively. ;y d. Characteristics. gs are identical to runway holding position markings on ` c. Color. Chevrons are yellow. ,p Y f,, taxiways as shown in Figure 10. The solid Tines of A Al d, Characteristics. Dimensions and spacing these markings are always an qtr side where the aircraft is to hold. The markings are installed 'i'`}{'` of chevrons are shown in Figure 7. i.. 7 + `+""'-"-•.m•.:w., .www. r.rTM ;!.`^;;t+.,-:>>..,,.,`r`.r•m.y .yr;a7;;'c�;';^..ir;%i h' %f.� ^.. 'r+.:.,+ +` ��)'''{Y;Y anM .s ,i:�.i)'.t:i'(;'• 5�:..»<-y r,. t. .7"* .+ .\WC{AXIft4151Yia�.J' .""±T"r"•":"•.. Z: s a'. +,q,. y)i:,.i;J;++'.�i,,y� rrly,.yr'l-';y 'icf;�,.,;t,-''1{=,�7i''�� n,, �f2�E'• � a � r�I`,�,,.Fys•.' 'Ss/: ;•L'z•,�i rj � ,fK` t(! F, Y.• 4 1 !a .r r r. ,t '' r� Sk�Si",:'iii'`,':"1.i;4i�"1 i!i;" ��,�j4't M�`4s.yt'io-797f?-+�ht`T� '"�'it,. �.:y. �,+ •s' ,�r rr.ltu��t\ $�{ } ut � :.Y.+itJ .1p.T.,:,t4 t 'e: f - .-� ., r ,•v•r ,�1J }t' ia�„ t �' Sn;(�J'. .?% � ItI.4 Y. h.1'.r ,�r :1•Sri,.. =+ f + f ri. .',i ..;s `' ,'i!f., .'}+�(is:':M17.{'�t±4b Mi�, l �it,. th,•1;'fi14t '`2 7:--' fr,�• jl':¢ds5, ,1!.; !.,trr,'in7b'.t ,;�.>: a,t; .,t'- ly,,, s 't+� \*. «,� k !;,, u ,,� :t. 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Y r}. +a ;(ff�, iy`,I� r�(J?'�&i,'•1atYfJ'�tf" ki.s t L'aL;�� rn`+�'��. d� � ,st}?(., rn;<.`•' rU .1 t ,, t .:�. if`,S'= r;i'r:.;��. f .,>,�y}�It. Y,�J jySH; .pU,��},gFtp {��rj �, •:y 'i, 3 a�tY.,e .• 'a,fi'+�, A t..,S1 1 r..r. '.l:rur,, k'.•.tv `t ;Za•:r.a:ti + i'�: 2, " ,,'..x „rctfh h F7•;- nr. 7V. .e,pytY.'. �`, ,ts... �.'av i `.'..5}ti •2Y. t„,:i "x.:s,. r.r '!r' a. ;{;;, :,s' ..�',). 1 ,"r, ,-sl, i !� 7 r X{t{;rtt .�� ,is�'-+. )��:\ie'^.tr:;! ,t� 4h'''�-' •�t':��3{;''u', r 33 �t x ;'v' _A • ,L}'r .7.,..n�r ;.1.+,lt. t,�:�:j :'';i,/•� ♦ ((;;��'�: r� ,f IYi• .1.>:"t�"7,A(..,.'` :�. �t:a y .,If A �.' :�t��'.S,.r1 r.l-'ish 't1 Y 1 J t" r a +•(.�.. {. L1,y �f CC� J..t,;,`ur.+7;•5'i:'o�. .75�'. ,t:r t { t ,;it 4 rr. 'i 1, S. <.r t .c.,��.,.:j.••.t, �;-h n;•;1f;:4 r?yl f�..r�:.4 1�?7 J T f ?,.. e.•)"5 1^'.,�,+5"`7i '+.!=r•GF l.�lirt .t .j 137' 9(. i. L .x,:,t, 4i,' t ,rry r .s 1, ,r;, >,. 4,pry t," i..� t•. - ,+17 a. .1 .a. -.,};� `,t �,r ''r 1' F.t,IJ .:''"A•., ,'pxrA�l.+}';�'d {! Y d; y, 1; ti.w.,,i;,:. l�2S`-`•.4^,y' 1-t �;,E.,< Y 2 f t� y ,'{,i: °t: t�n.yr .t.f� ��YY♦f 4Y �.�1. !r,,i�P�. E"7 ��J, a t. .,Aft,. .2 r .r i', v i' i. � .;_i t t,.,� 7 rtt�; /i(�,k75. n't r`rrpk`X>�7 � l\�:h: n '•+�•yy F' .} •:i4:�5 35'h t t; ? 1 i , ,.t • � : z t 5 ,,��vvtr� }5°.X�fha ::iyy:,, r c r s l t t. � r �} r{t7. s d S� ✓jJt" t t I„ r " � �,. 1 5,•' ry4 E�r��f fly ,. M. .n .W I i w.......t ...1. .. ...... .,,:. .,f. rt•,..•.M. _ r • :.. n, r .r.. r..m... ,.,.• . '^ P LI r. , ! rltfSStN i. i� AC 150/5340-1M 831/99 perpendicular to the' runway centerline and interrupt the designation marking. Markings f interrupt all runway markings except for the should extend to the full width of the runway, runway designation marking. in the latter case, the Markings should not extend onto runway shoulders holding position markings and related signs L ha or onto taxiway fillets in the event of intervening ; l be adjusted along the runway so they do not taxiways. TABLE 4. LOCH ION OF HOLDING POSITRON MARKINGS FOR RUNWAY/RUNWAY AND RUNWAY/TAXIWAY INTERSECTIONS. I Perpendicular distance from runway centerline to intersecting '�'+ wE,; ;''r%: '_'''+: ` Aircraft approach category and(airplane design group) taxiway/runway taxiway/runway centerline in feet meters �r�c' fi±N._.kl'. : �Y..',• •fn,, Visual/Nonprecision/ precision/GPS precision runway z GPS Non recision runwa A& B ! & II smolt airplanes only_ 12508 175 53 " �<+ '�'.' ;•+:'°r A & 131 11 & 111 200 60 UF ' 250(75) , 7 A& B 1 250 75 250 75 C& D i throw h IVY- 250 75 250 75 _•_ r� f t, t C&D & VI 250(7S 280(85) increases for elevation above sea level are; o. Aircraft approach categories A and 6(airplane design group 11I and IV). For precision runways, this distance is increased one foot for each 100 feet of airport elevation above 6,000 feet. i `:`;,,; ?} b, Aircraft approach category C(airplane design group III and IV). For precision runways this distance is Increased one foot for each 100 feet of airport elevation above 3,200 feet. Y...;r•,r,{ ,a<,<.,`::. .r, 1 �„rep''� ,� rti!''''•. Y e. Aircraft approach category C(Airplane design group V). For all types of runways,this distance is �t �hrNlfrrtwr ff: Increased one foot for each 100 feet of airport elevation above sea level. d, Aircraft approach category D(Airplane design groups I through VI). For all types of runways,this distance is increased one foot for each 100 feet of airport elevation above sea level. When a taxiway or runway intersects a precision runway at an angle of less than 45 degrees,it is x necessary to increase the distances in this column if any part of the critical aircraft would penetrate the obstacle '} free zone(See AC 150/5300.13) 16. RUNWAY SHOULDER MARKINGS. b. Locatlom Runway shoulder markings are located between the runway side stripes and the t` , �d�; •.;.; aa. Application. Runway shoulder markings pavement edge as shown in Figure 9. i„ar;t.,"., t•.t: ; . are used, when needed, as a supplement to runway side stripes to Identify pavement areas contiguous c. Color. Runway shoulder markings arcs; ...;. :;, to the runway aides that arc not intended for use by yellow. aircraft. Runway aide stripes are usually sufficient ;��' In defining the limits of usable pavement, d. Characteristics. Runway shoulder N Shoulder markings are generally needed where markings consist of stripes 3 feet 1 m in width pilots have experienced problems Identifying the and spaced 100 feet(30 m) apart. The stripes start ' J., a i,{'} �� a. a, { ,fit runway from the shoulder thereby creating a need at the runway midpoint, are slan ted at an angle of to delineate rite shoulder as unusable pavement. 45 degrees to the runway centerline, and are oriented as shown in Figure 9. 19.•RESERVED. 8 .'w”w.MnmrFM�xr.Gt'i:!M4W+i�•�ylSkRri!'NPff:'.'s"I�YlrFenww,+— r••n '.s»+.+z*ucrwarx+ w!w 777 7777•rr t ":�# � �s9�• t.F„i rt�.l a•' .1 ,5' t '.;vc ..),: Ic h i; i ,, >•'1 i+ .Fs�ar ;sr4��'A; t�IbZr. '�.d, '.S i )'ny�i•�9mr�F� Ig ff.,t'ie , ')r{I 4 .if.:i,! {' .f .It } � r u r.. "taf• Y ...��I t,.rYyv} r'P �iJ '9 it y�r f + .' , .'. 5..:• , t: tt: ,. n.. :4 .1i• F ( 1f'i1,{{,,�}� � �a t. ,�d I.... +'u. 9�� ;+r)�� t•r•,t �� •,r: ' r .r '. t r l.y; F} .:t,'i.t"��t+• a, tcm� s, t7 4',>^' ,,r.5`t'•ti.;:.k!s .1,Nt>t'. ,.s' i .,-. ,i',r:,-,+...,.�,,s,..•St{iry 'y' ,t'p it t' :y 's';t s � �i ..L• c. .1 b .ii !t.��r'S:r'iq.+ '{ F��t`vy',4,{�.�.�,�`,1rt��iL'�P�,,t� ,�j.. �7�i,, t d,„a 'fi1� 7 Vt';)i .V;.�;'.ri 'ai tk. Y r a r t '`4�ti.7s t,?t rt4 sl,'+'ft'}'"' ,n.u.•`';fi' ,i;� wk f T,}i�it ,)a j!}h �tr.4 , i'}j ..4t(at �7: .,� �•J '1 r :la r ,t ,Sx•' •:} ,,}A �FI• 1'� .tt�t... 2� T,*ti i14;,rpi� �f�� t:t4� r_' :i�r`��'• x'{'tai .4 6, F ''i :y: '7�, + 3{Iag,a.,'.M1 ri) �•';t, ,rid. w ...w»iM'8.,}YkYlf�'/e5,'J�ilblw.vuru+kiNi,:baaw.:art.......a-..h«.«>..�.,.,st.,•„.•,,.....,..:.ia,.r..v..c'.., ....,..,..,..r” , .............:s*u rn>.a.aWaarri.w v...."a..�_.___.......,_..,........... .....r,....,.,.....,..,..a..«4c.n-rxr.Wrut.4lv,�:,nne..ai4.>rF±Y+w,�w�.:w.ilr''.ai.a �)�S�r,�t�tj"J,S a�'rtj'"}��9;ry},,_ G s `., 8/31!99 AC 150/5 340-I H tlf t.i:f* rhf r i Section 3. 'Taxiway Markings. +'y 20, APPLICATION. All taxiways should have for a distance of 200 feet (60 rn) beyond the point centerline markings and runway holding position of tangency or terminating at the threshold bar, g Y 8 which ever is less and three feet from the runway t. markin s whenever they intersect a runway. • ":jJ g Y 'S:•'��.t,�rJ(y+,45tG•>ih('. 8 edge, arbor f� Taxiway edge markings should be installed centerline measured near edge to near cd a Se ,�r�,j�f�i•�`£�>��'- ' wherever there is a need to separate the taxiway Figure 11, detail A. This lead-in or Iced-off line �, rL�w ,xt;, from a pavement that is not intended for aircraft (the taxiway centerline) is interrupted for all A,S;> }c�xb 1ti use or to delineate the edge of the taxiway that is runway markings. , °w4: }`.}' not otherwise clearly visible. instrument ,Landing System/Microwave Landing System (ILS/MLS) (4) For taxiways crossing a runway, ` >;+ r critical areas holding position markings, either straight across or offset and normally used as �...t intermediate holding position markings where a a taxi route,'the.taxiway centerline marking may �'. • ,;,.��„t,ti taxiway/taxiway intersect, and taxiway shoulder continue across the runway but is normally ' ;}'`"'i;x:i.�•;=•: f + markings should be installed as appropriate. interrupted for any runway markings. For low 1 visibility operations,when the runway visual range i'try fry' 21. TAXIWAY CENTERLINE MARKINGS. is below 1200 feet (360 in), taxiwa centerline Y markings continue across all runway markings with the exception of the runway designation Purpose. Taxiway centerline markings p Y 8 provide a visual-cue to permit taxiing along a marking. designated path. ` c. Color. Taxiway centerline markings an :,'�<�r;�;��F�'F?•� b. Location. On a straight section of a yellow. taxiway, taxiway centerline markings are provided ; i along the centerline of the designated taxiway. On d. Characteristics. A width of 6 inches a taxiway curve, the markings continue from the (15 cm) to 12 inches (30 cm) is acceptable for aNT� - _ straight portion of the taxiway at a constant taxiway centerline. However, the width selected T � l x i? ±.,+P, distance from the outside edge of the taxiway, must be uniform for the entire length of the taxiway unless it involves a surface movement _i guidance and controls stem SMGCS route. The (1) At taxiway intersections where fillets g Y ( ) ;,•.,„ ,, ;}„,r,i;,»•; do not meet the standards of AC 150/5300-13, ccnterlint is continuous in length except where it Airport Design, and judgmental oversteering is intersects a holding position marking (see Figure required, the centerline markings continue straight 10) or a runway designation (see paragraph When a taxiway or art of a taxiway is through the intersection as shown in Figure 12a. 19b(3)). Y P Y `1 Rirc;t;'•,,: �. r„ Where adequate fillets exist as determined by the designated as a SAAGCS route, the width of the most demanding aircraft, the centerline markings taxiway centerline must be 12 inches(30 em)wide follow the taxiway curve, as shown in Figure 12b, and is outlined in black in light colored pavement. '¢ltr4ii;; to permit cockpit-over-centerline steering. The centerline width. of the remaining of a •,� '�}?{: t t ; taxiway that is not a part of a SMGCS route can (2) At taxiway intersections with runway change abruptly at the intersection with otherxr; ;1 .:.;' ends, the taxiway centerline is terminated at the taxiway centerline markings, e.g. front 12 inches runway edge except that the following applies: (30 cm)to 6 inches(15 cm). (a) Where there is a displaced 22. TAXIWAY EDGE MARKING. threshold the centerline continues into the Taxiway edge markings are y>tj displaced area of the runway, a• Purpose. ri used to delineate the edge of the taxiway_ They are primarily used when the usable taxiway edge does ` (b) The taxiway centerline continues p *�'at across the runway when it is a crossing route as not correspond with the edge of the pavement. ;',d ;r;• ;I } Two s of markings are used depending upon designated by the local Air Tragic Facility. type g � g p° rL. whether the aircraft is supposed to cross the ` Y pp ' )�• i�'cy.��.� X41' 3 On all other taxiways, the taxiway taxiway edge, The outer edge of the stripe defines ( ) Y centerline marking curves onto the runway and the edge of the usable pavement. :Y extends parallel to the runway centerline marking dt• has: F .!!nw__�,y«•n..,-...-7.;r r�s,h^..q� .t,7.,�!.un„ r!. t "'."^^"'.'!pJ-47iwrrure:!'^!'"f”. :i.. {''.t.. i s ',). ,zT "f';l.a�.`.,,;n,)'!;r:S!,s' i .i” `7 j .. ` kt ✓>F?Yttkq., ,tlr.".. /' =j.. ti.Nt.,>t_,{fir. ft .'3';} [...t^i+i3.t 4•S fir, :4'lfi WTI •rd. .,�jr`ls't;t hT'r' R:y1#;1;r 7 - tr<. 1 ri'M :xt ,j .,i r�•rJYf.,y! 1f, v{diC $ . y , i"��',,t,` .<: r., �t.� tip, , ;. x, %.t, et;%�f t :�J•,i�ot r�'Y. j' q :r�. •� .p 1 A�s.:�. i4:�!'3' t:.:d•Y,,t., }.,t„ ri r;,', 4t. ',`r- ,;4 r,.i.t r.�, .d,•.. [5•,+.. r �.t ,s(.S�r+tT >, ,`5 tt .,�.,3cyYr'.}};;, �.. d. t` �' � 'z�i,. .=t i>�Y .y .„,,.,.4 .d!•i �f +;' t4.t r rrt?ti^:;.,, �i. Ft..r� ' I c.f ,l'>:..,,.., t,r, ,.!"n^+,rt�'a,,,rh s' t. 7..�. -`x4� f 5�i $F E . •.? t. 'h; fl• i'+; v".ry� 4' i .,L.( t, .4 ti r j� rn'..t, 3' r :S '�) {4.t>'` 1, r {'�`l�iFS1;' :a• i1 f t t r. t•;.`"r t,.q:. .,7. 'rL".fC .r .1 ,� .a,. t r:?iris,(; 'e r}:G+�• f t. er<gc•t� ,t tl+��t T�`{�',?v` c�• �' t ';3"`" '/,'�#,,E'�': 9� �'•v+';f';,s"�`1,1�i'f?!-0�tiii x tt.}�S i.t{' ,if: ^1 't' r *7 { }n�» r.>;'ti�r�!:.f•��;., f.. �j�. �(�,,` ,.(ti ,r} f lI, 7rr�, t,Ae.•.0 1v� 5i. ,l..R,�. 4{.': •,.k 1 J rl, , .t, , R 7 .k11, r� ��;i'2..�44^..:,s,x.;,7•*,t�,; !yY*'tC6gi 7+�41. ;4`.,�-Y,."�IY� '•�',"' �'. '�' J,•l'' {.+r rs:y,�',�j� t.t~.,l<�{.,7 tyCt.l!1y;such.. .'rjiifL•,,,>1'<ti fit ..t,.!.: s, ", ,r,i } 'r,�Q..�.•...Yt,•,^f tt. '�":.pa t,.l;.,,,Inv;, ti,> ,+'*t: Se c`i� F. .r'r rift?Y,!n �x.ai'riq:(x :Y ,,.ter. tart' .�T t ! '.4`. 1 .�1 q J{„ S s•r t '(x '.;•, '�.,-.:�3.� L3' .h�'+.,!' 'T� ,E .A' .-.S. .�.::,.Vp t ,t,,,..C„, .r r }t•`t., �,,:, 4 2.. S i. 1 'a' S. .s 7' r r,t;; .; „�:•�,a.r11.�, •f9,f' 4,3.. � .rt }.:, ,. ;,.j.tsv,s+:r.t`•ii i �7 !. f' r, 't r i'b '�C' ,t.r,r,,,.1. r. .,. 44t- •�.. y`.y'if�..: :"'{�f',1r v� 4�r S ,gip �.1 .. •; :..{',_,1';1-S.}7;+ 1+ v :i, ',•i l' :s.}- {; ;m'"i'�j7r 1 :s ., '.1'. .}� f .°5,• i :f.`F 1{}It.1r ?"1 t'{' d `'k., yp`WI• "jj'1,,.. ,.i,�;f, vt'<� •.r; '! jY' r. ,}., i1�Z..r, �"�, "�� •*f. ,C : t •l„ t� .�r�. � !di t {•, ', �.':,, 7'r 1' �.�ftk.� ,;i1 7. } ir h. ,}.:.It„t,.:),x, .U,;. ,Y>:,�.��,?�?{�u L1�Y.;i,�+�:•tp„��.�7r,ar:a> ,;5�'•�'U dt my, 1{ .}ti. .t I: t t'tl,.,. t t •t 1 .4 .> r P. �i t.r<t.T4 �t (Ix .��i`��F.t;��i, !y �.:�'(r 't+t 5 "`', ,f y t '`` c:'r t ''xi; !{ :'i`! f! •r,ty r s,Fir,\t'.•!'7! '�Sg j 4 5 i,�. r !! 1 A/ak4m•sa'=r,:>...�.,>. ........ ......... ..� ..•.. . ..,n :,r•. . .. ..,.,•, , =1 .. ' . i F',>Y,, .`j AC 150/5340-1H 8/31/99 i (1) Continuotrt Markings. Continuous runway. Holding position markings may be taxiway edge markings arc used to delineate the supplemented with Geographic Position Markings .. taxiway edge from the shoulder or some other (see Paragraph 32) as part of the airport's SMGGS „ contiguous paved surface not intended for use by Plan. At airports without operating control towers aircraft(see Figure 10). When an operational need these runway holding position markings identify - exists, the continuous taxiway edge marking may the location where a pilot should assure there is be used to delineate the edge of the taxiway from a adequate separation with other aircraft before " {E contiguous nonpaved surface. Continuous taxiway proceeding onto the runway. E3 edge markings am not to be used in situations B 8 r: where aircraft would be required to cross them. b, Location. Holding position markings should be located in accordance with Table 4 on all ti ti,,�,:!rrr:;.;•,, (2) Dashed Markings. Dashed taxiway taxiways that intersect runways based upon the edge markings are used when there is an most critical aircraft using the runway. These .}Ywy.;<l operational need to define the edge of a taxiway or markings are also located on taxiways crossing taxilane on a paved surface where the pavement through the runway approach -area so that an contiguous to the taxiway edge is intended for use aircraft on the taxiway will not penetrate any of the k by aircraft, e.g., an apron (see Figure 10). Where following: the surface used to locate the runway r J contiguous to.a►n apron, the markings shall be threshold, inner approach obstacle free zone, inner, E ; installed at a distance equal to one-half the taxiway transitional obstacle free zone, and cleatvray. if { , width from taxiway centerline. Dashed edge stripes located closer, such that aircraft penetrate the ii are not to be used to provide wing tip clearances Terminal Instrument Procedures (TERPS) far parked aircraft on an apron. See surfaces, higher minimums may result. A taxiway/taxiway hold lines Par. 25, or non- discussion of these surfaces is contained in .r movement area boundary markings Par. 38, as AC 15015300-13. Locatin g B hoidin position Po appropriate. markings other titan in accordance with the receding criteria must be approved by the FAA. b. Location. Taxiway edge markings are Except as specified in paragraph 17, holding ' located on the taxiway at its defined edge, and are position markings should not be used for any art of the usable taxiway avement> situation other than those described in this P Y P ,:•,r. Rr,t c. Color. Taxiway edge markings are yellow, c. Color. Holding position markings on taxiways are yellow, and will be outlined in black d. Characteristics. Continuous taxiway in light colored pavements. edge markings consist of a continuous double least 6 inches yellow fine, with each line being ate d. Characterisdt�. Runway holding '=;��drati �•,f� �,ic (15 cm) in width, spaced 6 inches (15 cm) apart position markings consist of a set of 4 yellow lines (edge to edge). These markings can also be used to and 3 spaces each 6 inches (15 cm) in width as designate islands, which have been painted green shown in Figure 10. The width of the lines and or striated with yellow markings. Dashed taxiway spaces may be doubled to 12 inches (30 cm). The 5,�: <. `• edge markings consist of a broken double yellow use of this wider marking is strongly encouraged at r•' �';;,.� � n! 1 line with each line being at least 6 inches 15 cm locations where pilots have had difficul ,:/?M in widths aced 6 inches (15.cm) apart (edge to discerning the location of the holding position.'Me >.!''}, edge). The lines are 15 feet(4.5 m) in length with solid lines of these markings are always on the side 25-foot 7.S m sae Figure 10 . These where the aircraft is to hold. The marlin s art � ;�%:* ( ) g� ( g ) g � z'ai` R markings are not to be used to designate islands installed perpendicular to the taxiway centerline ; v`_�{ except for some very special conditions. but may be canted from the perpendicular in lWl unique situations, such as illustrated in Figure 11. 23. RUNWAY HOLDING POSMON In these cases, it may be necessary to install MARKINGS ON TAXIWAYS. additional holding position signs, runway guard ' } G' lights, etc. Holding position lines on taxiways may a. Purpose.. At airports with operating be angled as needed where two or more taxiways ,. control towers,these markings identify the location intersect at the hold line. On angled taxiways the on a taxiway where a pilot is to stop when he/she distances given in Table 4 defines the edge of the does not have clearance to proceed onto the holding position line closest to the runway centerline. On an angled taxiway, consideration ; d ^r- . .,w.....c�,.n•,w.wwa:^ ssanrsn{r,•a�tuavywararn�xa.�. .-. , .,i{ 4 q: T r .n.t'• `,r,+�`,t?5<,1yy.� �,'P�, ..xf t.�9'� ;Fry I J y 'i .! !, .0 t l'. � �:5.ti }�f�! �+,N`,l y.lrU�.ytr �, a•t{e :�� * 71f'�� ..ht�33,, q `5��(. �gry� �y4 i�(.i,•" 'q2„ �jt•xlT�t`.�•i, �+,1. lr:.�4 rS.iS' •V ,in' .t4Uj .1..•. 1 Y .!!,: �9„S.iri ,41. mot! �t. .Gig R;'.�}�a�a� ..�� rr..l q f �3>✓�!`'� ';7t1."•'�i s', ,, ;:rr�v tr";9Ce•S ry�Z>ix ,Z3.N,h.t tt_c+.A° x�'{�<r,tfj•t.3, a`'L+t`,�� >i•7 tm ,�; ;�`�qh +!1 •,�,.y 1 r +)ft! }. G•� dcf t£S4t'��9.` t'•t'�•c�'+; t L •r, rirr�. �44;,t�ft�.1'i`t!"'l�l�„•1,'/r�,��li3�crq(.,r%':"1�`j Vlf�.t tS, t ir t ''r .. S t tt lk.j't kt.5 r.r futL ,.1rw�l4 ea. '.Y{;�ioir.lr.,b b Y4•t;�s4`':'',YYS i11iS.',1L,� .,��k#1, 'CY f, r t r' r. t + 1 e i r 1 ;i i s ,, 1�4�5��t' ;', � �'�•4y { ��pF..1(1J{{}> , 4J a t .. •'P ,c r,!.•:;,'y ii t.•*,.'#4� '!* �7; S .t 0 .g}pp.y,`'•,,n�r i',};t,;t.,.e.;r,.: .'tt t r. ;..,3.`.°•,`i ��*„tt. �.r 7�.r.t k yr,,�,�'3'i hue 1'tij_t,,ts,�b.{ i7�� r ,• t ,�"r� 44 .J �� •�J•{t r(t ,:r+i� 3�n�.' i r 't i { Nl'.T+F1,�. :J:' `It .y .•t^, i s 1 f af' C t r .., t.� '' �r• +j`.(.�$, 7 3 w+ irrd i'�y.+ ,t' / . ') '-)(�.;..y,{.?.";fiY'.'ib r�i.i,�.. r� ' ,.a.�+.w:.'.i;�..c...i,.1,,..:s;:u�..a�+i�'.uL+•:.}� 511 'r�?�y x'[ ,e Sj �. +1 '' 7 '"t' ii„ ..., : , ..r irs,a'+YS,kt{,w.t4!$7!t4k."J Filrl Txa£::^fK.ecMrw•a..n.,e•,..nr+,•rorW„a..+«,1...r...,..,.s.;,...........:......�_».........»w...u,.. �'7!� .iu:�1 ::1:1.:r..+i.S..:4..,.wr:..W:�.....s<.,...,........:..,.'.L:aw.,..,ax:.vm+,ce,::J,�•.,..e;:t..«..,.,.�.+;:1.. ,.-.r,., �.` ri1 u ft fu e M`� AC 150/5340-1H 8/31/99t�Tt,:s• should also be given to locating the markings such shown in Figure 10. In between these two lines that no portion of an aircraft(i.e., wing tip) placed and perpendicular to them, there are sets of two --. ' at the holding position line will penetrate the 1-foot (0.3 m) wide parallel yellow lines 1-foot ;;' runway safety area, (0.3 m) apart and 10 feet (3 m) between sets, as shown in Figure 10. The airport operator has the k,k+';ktt4r �}zl option to double the width of the lines and aces '` "°rF.",}t,'�"„ :• 2A. HOLDING POSITION MARKINGS FOR p LANDING SYSTEM/ for iLS/MLS critical area holding position INSTRUMENT LANDING MICROWAVE LAND SYSTEM markings. ' (ILS/MLS) CRITICAL AREAS. 25. INTERMEDIATE HOLDING POSITION i, These markings identify the MARKINGS FOR TAXIWAY/TAXIWAY e 7 a. Purpose. INTERSECTIONS. r. • , r' location on a taxiway or holding bay where an aircraft is to stop when it does not have clearance to enter iLS/MLS critical areas. The critical area a, Propose• These markings identify the ;.� is the area needed to protect the navigational aid location on a taxiway or,apron where aircraft are A ` supposed to stop when told to hold short of another signal, taxiway or apron. They should be used at airports with an operating ATCT where there is any'' `1> ' {l ,;. b. Location. Holding position markings P g i' �` } for taxiways en ILS/MLS critical areas are operational need to hold ' traffic at arrJ� °t: j rct' located at the perimeter of the ILS/MLS critical taxiway/taxiway intersection, at a eo ra hie }. w a. Where between the p see paragraph 32 or holding bay, as an the distance osition ( p g P )� r' taxiway/runway holding position and the holding illustrated in Figure 11, to define the edge of the ;'� zs;};a:,;i; position for an ILS/MLS critical area is 50 feet taxiway object fret area to assure adequate ! clearance from taxiing aircraft. Ilh •tst+.,>°.�;x;': 3 15 m or less, one holding position may be established, provided it will not affect capacity. In :1 this case, the runway holding position is moved b. Location. Holding position markings , � �fr„ } back to the ILS/MLS holding position and only the for taxiway/taxiway intersections are located for � ' y,° runway holding position markings are installed. the most demanding aircraft using the airport in �us r� The local FAA Airways Facilities office will accordance with Table S. designate the ILS/MLS critical area boundaries for '.� the airport operator. The markings are installed c. Color. Holding position markings onY ` r j4•y F perpendicular to the taxiway centerline but may be taxiways are yellow, and will be outlined in black q,;. i , Y , . ts�, canted from the perpendicular in unique situations, on light colored pavements. ;; •Ji�;' ' V, such as illustrated in Figure 11. ' 1 d. Characteristics. The holding position .,.• ya�}+°.t ` t c• Color. ILS/MLS holding position markings for taxiway/taxiway intersections consist markings on taxiways are yellow, and will be of a 1 foot (0.3 m) wide yellow line with 3 foot outlined in black in tight colored pavements. (0.9 m) long dashes and spaces. The taxiway ,4: ; .[ ,,; fit, either side of the N ' :•t,� centerline is 6 inches(15 cm) on d. Characteristics. ILS/MLS critical area intermediate holding position marking, as shown r f i;:i 't holding p g in Figure 10. cif position markings consist of a set of two $ -�nfi : � ��_��•. ?;a 1-font (0.3 m) wide parallel yellow lines spaced 2 feet (0,6 m) apart, 6 inches (15 cm) from the taxiway centerline on the aircraft holding side as ..{I S ,�•�, ,.5 t�r1 . Al� r Y !' Vc. •.,,..4,.,.,....r.-r.,..,.q-. :n:=y';,` '"iva•^r• ��!'l;rt .,r�M�o.r.�.•.c.m..•- � {? 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'1.,';'�:.K+':; ��. ..t P, r�„. .a� ,c�• A ;�' .aS' ,�'t y ,r J•.�#F,ty .qq�.,i x ,� r i f,' '1' c :�.;y t, .,,• .1 :r r S' `°�d E.'t fz :1 E S. .k,�,. .�,., 1 tx"t`'p,f':.r,.2', a.�•5.jr � Z;� 7" b •, r F�• t[ ,?W,yt j,r ..tx+,.;..,' "x[.., ,(: .'4�;�1:. .>}", i J.s ,} (,. .a„ f». ,i. ,.,, .4. ,�� i,,:i+,t} I ( �t,,e .y� ,C 5�, , ., i� :1' �_, .� ..a}q „Xr• ,.vt; :'r-j S'•tt. 5£:•;4'Y,` .t.! �r,z': .r •i:?";r;•��.z.:,.• .n +i;`:k k 'a, i,. ";'�,•t' �.o e.f r„ ';`o:�:. c., l.;..1:` ':i>. :i:'`"° s t 1 .r ,i°'r,:�4",+Y.',.J,�`>,,.�� -`Y'�� }fit'M. 'd, •.!}rt(,�:,:;•hyih�uf r.., �yr,�S.4y5;`ytJ�.r 7, "t, r'! 1 r. ..t ^•�}'. ., fir:`{...:i; :i �.�t + ._r' t'fi'1. �:;�rf th.•I, } a •#�'J. Ls�"inl.� e ti,t-,:4''.`!'T`y 7�s,{'. te- `,5:., 4:.,:Xt .•tfC •,r�r.•:;,,.,:lr ;lr`.G, ,1` 'rtt c ,�„�, r.-.n4�f t�.ti'•>�4•m..�.,ya; �, tiny .!' r ,yf t` Y r t' .:x •,t•.;',r3'. �'tt .;,a.�t..',F,..,y,.�.,y.c.".:`•,'•r r,{..,.r.::-,{, r Ir;} .s i r: ..1.. r `) rz' .t !t;' ,t,;, •;{.v� ^:lr, .�f:: yrM...y:t.t;t .x>'� kt "4� a �{37Y: (9{ >•t..,n. :J .F ''i} � .,r r 't� r: :;5: ji:,�i�j%,i< 1.:r. .zyl.�l.,lYt '�lA.:. ii1�'�,; , ..0.� •,r,i, j C. `< t.3/Ft.h 1441St �-:}. , ,•rtl t t r .rt5-` i::'i� � ' .:C.. �v, 3..Ye ft uc,�9t �.;F&"s ,r?:�f4j'1S::r',+`.x`4•'1 f�r�.y� tS"Ss i.f �11ti l��Y''�t4'h Shit'�'}• r t tk VO iii`'. tt"N�tx.`t•y 7. 8/31/99 AC 150/5340-1H TABLE 5. PERPENDICULAR DISTANCES FOR TAXIWAY INTERSECTION MARKINGS FROM CENTERLINE OF CROSSING TAXIWAY. Ai lane desi n group f I II III IV V VI 93 feet 160 feet 193 feet 129.5 feet 7'' 44.5 feet 65.5 feet (28.5 (39 m) (48.5 m) (59 m) m (20 m) ti {, 13.5 m) I See AC 150/5300.13,Airport Design. •+dN�+'+af 1 2&. SURFACE PADd7('ED HOLDING height"in,order to conform in appearance to the .. letters, numbers, and other symbols in Appendix 1. POSITION SIGNS. The background is rectangular and extends a " � r i a. Purpose. Surface painted holding minimum of 15 inches (38 cm) laterally and s position signs supplement the signs located at the vertically beyond the extremities of the inscription. } holding position in accordance with AC 27. SURFACE FAINTED TAXIWAY ' 150/5340-I8, Standards for Airport Sign Systems, f DIRECTION SIGNS current edition. This type of marking is required where the width of the holding position on the taxiway is greater than 200 feet (60 m). These a. Purpose. Surface painted taxiway direction si ns will be provided when it is not markings are use at other locations, such as g ossible to provide taxiway direction signs at ✓`+I„2 where pilots have had difficulty discerning the intersections in accordance with AC 150/5340-18 location of the holding position. to supplement such signs. or,when necessary, ,4 b. Location. The edge of the surface painted taxiway b. Location. Surface painted holding position sign is placed 3 feet(1 m) direction signs are 3 feet(1 m)from the centerline on the left side of the taxiway centerline on the with si signs n indicating turns to the left being on the l4 E it j, holding side of and from 2 feet (0.67 m) to 4 feet gW it,,;':; i to left side of the taxiway centerline and signs i.;,.. (1.34 m) prior to the holding position marking ( allow for clearance of inpavement runway guard indicating turns to the right being on the right side of the centerline, as shown in Figure 13. Taxiway t lights when installed) as shown in Figure 13. ;. ., Holding position signs shall no be painted on direction signs should not be painted on runways, runways. A surface painted location sign may be or between a runway holding position and a located on the left side of the holding position sign runway. For taxiways intersecting at 90 degrees a far.'°. s,`•,fe4;sky surface painted taxiway direction sign is combined when they are located on a large expanse of Y", pavement. Additional surface painted signs may with arrows to in directions and is located on .0 prevention the left side of the taxiway centerline. be installed as a runway incursion talled initiative. (1) sign is not ins ^°� j g direction „ When •- �,., holding along side of the taxiway, the surface painted c. Color. Th e surface painted taxiway direction sin is located at the same g . position sign has a red,background with a white Y distance from the intersection as the distance ; inscription, and will be outlined in black on lightF; Z,.•art;';;,:;.' I specified in AC 150/5340-18. ts d colore pavements. t 2 When 'a surface painted taxiway 4} ti <Wy,,^ d. Characteristics. The inscription is to O �°k direction sin supplements a direction sign N ,,sy :,, have a height of 12 feet (3.67m), however it may g be reduced, as necessary to the minimum height of installed along side of the taxiway, the surface' { t;f painted direction sign may be located at or , 71 9 feet (3m). The edge of the surface painted position sign should be 3 feet(I m) anywhere be the distance specified in taxiway holding g above and the point of divergence centerline. The subparagraph (1) Po on the left side of the taxiway �;�' of the painted centerlines. width of the letters, numbers, and other symbols P used in the inscription must be proportional to the ' 12 'Mx 1z � ' Yrti ,,j, �..�-y,, 7+--•• -•»••""`• r.wnwwy*K+wp.✓a.u�rtmr't lt1W'.kkS(K+t'Afi"wtmM.wt»�n.arww wwrrnare,p,sypva!?.vr..ma ? �,,� '."fi..S.11..t,l?-:,t•:i?. , ,t .i ' �y�rf ~ , eF sit + '� � .i 1 t + ,1 r { +t '�,. reh,•* Y; uq r,F. -V iCr , , k.,5 yys✓t� d�lg^.,�=�a 'vtlt��^ -� �� y'. �.{.�� ,Y , 1'r ! :y. t r /, 7 ri s S 1 t� '(.,,,'r. ��;�t•itti,S`�• �' -�tr„ t ii,'�xt .�„�'t..P'}�'�,t �.L .{^i�1' •it/7i, �''„Y ,vt•j e :7i a .,� M ,,;F tn„ :! i.j_ 2� ��+' ;'_ �r'�' �Y}'N� r�,`�r',: .r�>� 6 t,r r s t�;x f{..•� r �!n ., ',�. .t Y a S ' .1 �"� .t V°'n�f�y��J}. �y��SxS yy,�{{ � ,4�, 1,2!lt+� �?7, _'tt r;{t a�,n,.,.a ,�C,:a 4 j ' +` �:i {�st-�. t tv .-_4.I,.,f��7,�n7;,tj;•;•, '.!W� ��` �';. �.� i�'tr�{ �x .;srat S. Zt i;?; 7lr�r`;' r r� ,t'. i t s., ; a,j:,. t�fk ,r;,7,hrri}�,t'tl.{��y�'�'• ��`"•f. `�'n „�', �'5�,. qq,,t��' .�'t;.,tihss "t.�.��';ar •� .;,,r„ , � + �•i 5'+a� �FS> f,S;f.• .�.�x� �•.r r '. Litt, ,,>r�nti��'yi� �' '�,i � F { ;t' rt ,, �.'a,�;rr�,,••�;�•i,�-:'e;:3{ }.;,,. k A'r+` �. t,•'7ju,�fc+r' +! ` .!� �!w ,t .,Z{, .G z` ,v.3;-�' •.,•, r N'pS��•�i�r�,�: '••• �� • .. }'r5;iv'.ii t ,�'.'tT E y .� r= Y. ''•ittf j ,rS ) P A'f to"4•.7.1t 3�Y> ? t'25fa' ,4 f`S `r '.t; s I t , i,,;t., F,,.c ��..:,"x;,}k'";til:,?� ,Mayy, v±`•A :;ta ,it!'t ��s�` kf,�}'s6 3' "t. .. i, ,r .. .tom aY.iYt"kMr•.( N. ... 4i t✓., s frr; .e� .1rVitkiWia+alNs4MiM,e»JSw:K Srir..aw.«,:s.....r.w,........a•.....ie.,•.,..,...w.....tsrk,+..:..,,.,.,,,,+.n..,crr•..nw,•....n..a.-a..r•».ra9,•rxx+'t^Flf�t;rti ,vN: ,n•wNxnr4r rr?+at}t•nbrk,.•w•w,..-.tc..»u...,.......,.,-:...,...,,,.r...:.'w.+.....l i,.w1•'.,.....w,wul:�iw'.i.+.rr. i a'. AC 150/5340.IH 8/31/99 c. Color. Surface painted taxiway direction symbols in Appendix 1. The background is r, 2 signs have a yellow background with a black rectangular and extends a minimum of 15 inches kc, iGti Viz: '' ¢:r (38 cm), including the 6 inch (15 cm) yellow inscription. border, laterally and vertically beyond the d, Characteristia. The inscription is to extremities of the inscription. have a height of 12 feet (3.67m), however it may 29. SURFACE � .,�t• ;'..j as necessary to the minimum height of PAINTED GATF, be reduced, y 9 feet (3m). The width of the letters, numbers, and IDENTIFICATION SIGNS other symbols used in the inscription must be 17 a. Purpose. Surface painted ate t;� proportional to the height in order to conform in �° P g s a earance to the letters, numbers, and other identification signs are used, when necessary, to �• „ �tA,, . , symbols in Appendix 1. Each taxiway designation assist pilots in locating their destination gate. x ;;:;J must be accompanied by an arrow showing the They are especially useful for low visibility ' general direction of turn. The background is operations. rectangular and extends a minimum of 15 inches i (38 cm) laterally and vertically beyond the b. Location. Surface painted gate identification signs may be installed in non- E�::1 extremities of the inscription. A 6-inch (IS cm) g _,., wide vertical black stripe separates each taxiway movement areas or movement areas, which are in g1 ., designation when more than one designation is the proximity of terminal buildin s, as shown in included on either side of the centerline. Figure 14. They are located adjacent to taxiway centerlines on the side to which a turn will be ?'`�`t3' r made to travel toward the gate(s). °'F`v' "r 28. SURFACE PAINTED TAXIWAY E` LOCATION SIGNS. c. Color. Surface pg "'"4 r ainted gate a• Purpose. Surface painted taxiway identification signs have a yellow background withaF� °� SkY -. location signs are used, when necessary, to a black inscription. supplement the signs located along side the taxiway and assist the pilot in confirming the d. Characteristics. For surface painted gate Id designation of the taxiway on which the aircraft is identification signs containing one row of gatet.. 4 ;:; ,_;;' '' "• located, designations, as shown in Figure 14, the l+l inscriptions must have a maximum height of feet b• Location. The surface painted'taxiway (1.2 m). For gate identification signs containing ,Ap�jkr ,.,'} location signs arc normally located on the right more than one row of ate designations, also �.��''�"��•: ;;t I side of the taxiway centerline as shown in Figure shown in Figure 14, the inscriptions must have aiRS $Fit;' 13. The edgy of the surface painted taxiway minimum height of 3 feet(I m). The width of the ; , ?91} '. ". location sign should be 3 feet (IM) from the edge letters, numbers, and other symbols used in the 1`.. �; of the taxiway centerline. However, a surface inscription must be proportional to the height in painted taxiway location sign can be located on the order to conform in a earartce to the letters, k}s�; 1€` ►rt PP � , 41 left side of the taxiway centerline if it is located numbers, and other symbols in Appendix 1. The :t° ` :• with a surface painted taxiway holding position background is rectangular and extends a minim sign on a large expanse of pavement. Location of 15 inches(38'cm) laterally and vertically bey Lo--t painted on runways,or between the extremities of the inscriptions. There is na }A signs should n be p Y Pf maximum size to more than one-row gate ji a taxiway/runway holding position and a runway. identification sign. A range of gates should be ?? C. Color. Surface painted taxiway location indicated with a "dash"(i.e.gate Al through A4 is t?,• signs have a black background with a yellow indicated by "A1 - A4")• Non-sequential ,` {1 + inscription and yellow border around its perimeter, individual gates contained within the same 'gate P Y identification sign should be separated by a "comma" i.e.,"BI, B3, 135"). d. Characteristics. The inscription is to (� •� i �.,�,;;y' have a height of 12 feet (3.67in), however it may Alitx ;. be reduced, as necessary to the minimum height of 30. SURFACE PAINTED APRON w "t 9 feet(3m). The width of the letters, numbers, and ENTRANCE POINT SIGNS. S t , other symbols used in the inscription must be apron painted proportional to the height in order to conform in a. Purpose. Surface +r, { appearance to the letters, numbers, and other entrance point signs are used, when needed, to 13 % ,ru ....;N',,:rya i,, -rte,,,.`..{°t.}tx!p-,r`,fii i•.: •� ern,,.-•..-„•r.r w4,iMtRtorw,ww.ww....•rt•t•i-"j .,A,. ,,.F -,af!•yr,_'�.-�;^' .,jay., 't t....".'t"Y,c Tt, '� '`✓w V ii�.ii,� �{ :;3`gl�S}F .1At't: r.k'",}` '.4 ,�4'.;" ,ri.�.t ,t t Yr}t � {4 , s: Ci•j;�•�.'i,.,�, tip ..,,f4,"':�'�,`=�M'�xt'�.,,c�'4 �itl-t .•f. " 4 Y� 1„�,� 't�Y.; a t=•�,=,d tt'.t.i, ,r ':...yaa ,�:• � .z: i r. i .t.e, � x , ;xH->,.�;i';, r�>!'�{`n;',i' p.�,r 1 :q. �` ''4' ,fit trtttll''Y`�` }�h:4f,�•:;1!!•r!rr.i.a{a�{ .t., .r.: t �.I iy t l'. ,ilr, / ?.<•a + S .t , .r t .iL, ?r f(�`S J:,.1�,•t:i L.�,.�il,,r�� , w',.?v}t^, �.5 S '^] `�(V:Y'.%�, .l i',. E kt6:1'`i.j l� 'r;IS<...,?,t' t.,x�:it.�t.}5;:.,r .`'va�„ „F t'}r l.T-,r,..j' i. ,1✓:.1 + .f. i. ! 4`S t:.}..r, n,•:r,7, {,' . 3Gn� -Z 1#� =i!'. �r�+.R�y ;.3 Y�7. . ,t. .{k� :, war t '(,+ . k sr ' t�ivt'd,t, .r x', rF,.. d ,:' ✓.� ':'.;'.} C t, j:` ,, ,.h!v 5 4t' y ?� `y'•}r,� '��"]`�j 1??d:vi.'!.i' ZI I•'l:Y �iT��., t F 1 t ? K ,{•t +� k• �'(.l `t>a 't., .,.'E rri� .r '�"�:t�',t , i',.3.`="•a, '�, t'fc�3SK,,.Sa t t F,t `'t1 1.,,., t�� q.� 'o�r,.' :�`"y',?•N 't7.' il o. ,r •�1'., •:1:,1<,•.tst::+"u'. n;.�r:�jA .J.,¢ ,.= r �•:/.1.,r�'.;�f•+1., � %. �`. � .v },9aa?U,n ¢tti.r,;4+t '`.}, ';'�+.�?:fi�t•s .x,rr J�:;,�?;T', s 1.vP ,1, i .,,�.".kct„ ,+ti.s,tj,;.},r�-,1 '�� :9`�.,w;ttfl"M'}3:.:��y;� t�vi yft, t 'J, �. �v}10 } .��.�. t•r ..3L•s.,. {,:p..�, .t.pT, rE tx;a,'.�c:-h",' , t,F ,A Yt �' t," r Vi :',+.,� i2..ai, Ai� �,r}' ;n'4'i. r�r'alS tT.}F<Yy�:�� a �� 4 4.�'., fir. �.ra�. �{�: ,� 4�:. ,,�, ;,.,yey13`�;'+,•`' t , id; a� '•i, t J iti �;,L}tt",t , ,,,•..i'i .i."„ •ti. Y '' ;>�� { :•''4�i' �� 1� F' ?laa d, x :5�� ti.�. ,.jam.�f3:Y, ... r..,ts°` .h};'{It. �Xs.a•.,,.. r,�. J:.� hrI i, sA ,,a'. :r.r;; t?£-,• .tt. .�, :,!, t, ,t.. .,, (1-,a '. _3, �, s t,-�(., ,Y.{(.*,.,. }a,}�j4rsJb.}�. �. i ..Y,r+;r�`-i. ,j,y.t"`,S.it..'.rU d.l,,•t, ai::,1; t�a„_u i17dk °?. 4 n <t :t+. i. + t 't .S�.f. ]],•., .1 !f's y}.'.l1£a)r i8,<,,.� :!`,,. j .'x•..ti., ft3�}it/5+'p✓ th .s, r t r'',:'rf ,�, 't.t 4t”t f •j pfi1 .f?.,. '},C. nl'i'i• r ° � m r a ' �'�'�;� t,.`iq.,' s(,tt�$,<. F}b� .,� f '}r+t•-.}a yy, .y4rf.,}�. !' , 7 „• t , ,••r, / ..l,tl. {I✓gt(:,.f�q(�.},„�f,i:+" yy 7('�- Ir � .� 4, ,,•r..,}+x �,i`�„ �2,a}•; �. ,r ;l� j:,L a e .F i',...�...7 PY ,r.(. r {, t: :i .>,f.3r t;5'��{4C• ,,.pS `•j'$ 77 ,r.�� ti. .}, �. L,Ptt�. ��•,1`t.a.,�{off.oat r ,j. :,:. Y 't.^�{, , :,. e v, .J•:�',�t.'i,ar�; r, }.t�r�+:,r3.•t�".5�t r�7":n^;u7{�� M';.�:z, 'S'" ��r. , ,�,r� n.yw IL A l `': (. r. AC 150/5340-1H 8/31/99 b. Location. On straight sections, the assist pilots in locating their position on an apron, which has a large expanse of continuous pavement marks are placed at a maximum spacing of .t along the edge of the terminal apron, They are maximum of 50 f et (15 curves,m)e apart sbetweenc he especially useful to identify entrances and exits from the terminal apron. curve tangents. b, Location. Surface painted apron c. Color. Taxiway shoulder markings are entrance point signs may be installed in non- yellow. It is also acceptable to paint the stabilized z movement areas or movement are which are in island area green in lieu of shoulder markings, and the proximity of an apron leading to the terminal to use green on both stabilized surfaces and They are structural pavemcnL. buildings, as shown in Figure located 7 feet from the taxiway centerlines on then side to which a rum will be made to travel toward d. Characteristics. The stabilized area is marked with 3-foot (1 m) yellow stripes the apron. > perpendicular to the edge stripes as shown in r;.'... c. Color. The surface painted apron Figure 16. The stripes are extended to 5 feat entrance point sign has a yellow background with a (1.5 m) from the edge of the stabilized area or to t black inscription and black border around its 25 feet(7.5 m) in length,whichever is less. ai s; ' perimeter as shown in Figure I5. 32. GEOGRAPHIC POSITION MARKINGS. I d. Characteristics. The surface painted ' r, .. apron entrance point sign consists of two 9 foot a. Purpose. Geographic position `- c (3 m) diameter circles located 7 feet from the markings arc installed when points are necessary associated taxiway/apron entrance centerline with to identify the location of tax iing aircraft during a line leading to another 9 foot (3 m) diameter low visibility operations. Low visibility operations ? circle on the apron. Each one of three circles is are those that occur when the runway visual range i (RVR) is below 1200 feet(360 m). �- comprised of a 6-inch(15 cm)out back ring with an 8 foot (2.'/ m) diameter yellow circle in the J middle. The numeric identification of the three b. Location Tlusc markings are located _.,.� associated markings should be the same. The along low visibility taxi routes designated in the inscription inside the circle should be a number airport's SMGCS plan. They are positioned to the j only, black in color and 4 feet (1.3 m) in height. left of the taxiway centerline in the direction of i t.t The width of the numbers used in the inscription taxiing. When the geographic position mailing _ must be proportions! to the height in order to will be used by Air Traffic Control to designate a r , conform in appearance e n holding position, it will always be located in to the numbers i Appendix 1. When installed on ht holding position asphalt or other conjunction with and prior to t l i'jV5 ti,jr,,f tY dark-colored pavements, the white ring is marking as shown in Figure 17. When the eo ra hie position marking is'not not used as a ;; substituted for the black ring. 9 g P P r holding position, the installation of a holding position and clearance bar is optional. The ' 31. TAXIWAY SHOULDER MARKINGS. geographic position marking shall not be located at a, purpose. Holding bays, aprons, and a runway holding position for the low visibility taxiways are sometimes provided with shoulder runway but may be located at the holding positions. •:¢611:,' stabilization to prevent blast and water erosion. for other runways that the designated taxi routs This stabilization may have the appeazanct of a crosses. Unless the geographic position marlin is 'fit' , �; full strength pavement but is not intended for use located at a runway holding position (see g position by aircraft. Usually the taxiway edge marking will paragraph 23)0 a taxiway/taxiway holdin should be used set paragraph 25 If the E131 define this area, but conditions may exist such as marking ( p g P )•stabilized islands or taxiway curves where geographic position marking is located at a holding confusion may exist as to which side of the edge position along a taxi route designated for use in stripe is intended for use by aircraft. Where such a visibilities below 600 RVR, then a clearance bar is condition exists,taxiway shoulder markings should consisting of three y ellow lights must also be be used to indicate the pavement is not to be used installed in conjunction with the geographic r,, �r P„� to taxi an aircraft. position marking and holding position marking. r `EllOn a particular airport, the airport operator in >. i coordination with the regional Airports Division, ;, pf 14 �{ iT �,�; .!•,w. rn..+!.wr[A tyP!y Ti7 .V44'A?.,-n - ,..r. -........V.,S++wn.wr. � ) }, a + �'rxtt.'.4rR+Rr75+'?ks .{a3X•"tAFi4.rotir.}'tYi�a.4 ”'S d ��t*�r �`M1 fit f rr c."y .. N f .�, � t;. ;., y .:• ., 'r�, .1 2. 5Y,'`'4 �`��' �`�1j4�?"1 ¢i i:i;r�; �'��7.*' fti f✓! ,rr.i't.Ft.. ..y d i t $!v 1J S:i+ %i}�r +h,`.. :Y; 5:>,ja,[s' r`.i'•t�(1}`°•%y"'i`$:�y r:iY'? '1 ) :. ', � .'i fti l .:k }''�''r:y� l{, Z `i, �,4 (St,}..,+5'F�ti�F�Ry�'tv'�?J'.. 'J '�; 'ttY .. "�f�(y� �•�'Y� C ��t"`'#•) 7n ,, rt „� .r t� }. '. '�.(.� .,}.:f �+€�rii Gk j'rt t�:,•,4V-�ir`.:.v�j�j.�''"i'�'t '},f, `j.Y,',�'9�1'�,,:{,fF+t`t��+p}�:i�'.i .�i,.t i`x c'Y!wtr.�,.., t �'. - 4 , t i��.•) .fi �SJ.fy '} �', r✓�µ��";i'DJ�7gS�,N.. `�:.� �7 7.. t t�i l Elf .L YF! .�}},f.p'yt } J ,.Yi' ran•. ;�:i,w�:wLi.Sib+idrui.V+LW.reifrd'r,.w.aw.«r..�w..w.«•-uv.-»4.f.it-.r:..!w,u..r•«....s..,wu .«�...........,...v...,,..:.n,.mrr :?,a,;prvi y.:x.,.,ti i. r z v««v..» ,�,.,. z. + S"��'1� A r �•7kt *te..,rcr..+•...en:,,t�.br..n.ra++ew.a.w...................._..,,....:..,.:.....,.. ..wt:,;:,� +4,..»a�s,:f. ,..�w.c::...`a::+nS,iS+,F(u �J r t AC 150/5340.1 Fl 3 8/31/99 i the local airport traffic control tower and the designation of the taxiway on which the marking is regional Flight Procedures Branch will dctci-mine located. If a geographic position marking is r where these markings are needed. located on a taxiway with an alphanumeric designation only the alpha portion of the is designation should c. Color. A geographic position marking be used for designating the �,'f F a 7 foot (2.3 m) diameter pink circle sumounded by geographic position markings. For example, the a 6 inch wide white ring contiguous to a 6 inch fourth spot on the route is located on Taxiway A7. ,> V. i wide black outer ring, when installed on concrete The alphanumeric designation for this spot would A,;< or other light colored pavements as shown in be "4A.". The geographic position marking is ; '. Figure 17. When installed on asphalt or other never designated with a letter followed by a �.�f; ? / fir'.".' dark-colored -pavements, the white ring and the number. The designation of the geographicr�Fffr1 :} position marking should be centered in the circle, black ring are reversed, i.e., the white ring P g ;;•; 4� becomes the outer ring and the black ring becomes The designation is black, has a height of 4 feet the inner ring. (1.3 m) and conforms in appearance to the numbers and letters in Appendix 1. d. Characteristics. Geographic position'' k „tti. 33. RESERVED. markings are designated with either a number or a 11 number and letter. The number corresponds to the ,f' +r.42•�ti;J�,,_;: }.,u! consecutive position of the marking on the route. 39. RESERVED• rs� used the letter � When ..`� the letter indicates ;j Section 4. Other Markin 35. APPLICATION. The markings in this separate t�'r � ~• ; and a dashed line to lanes within the section are used,as appropriate,on ai orts, edges ofthe roadway. The edgelines and lane tinesi'f�zgzt:f. rp 1. , are both 6 inches (15cm) wide and the dashes for ��her.,;'', ayt 12ICINGS a feet (4.5 m) in length AR, 3G. VEHICLE ROADWAY MA the lane lines re I S with a `,. J x. spacing of 25 feet (7.5 m)between dashes. These �? . markings are illustrated in Figure 18. y,l ,� ra. Purpose. The standards for vehicle 7 s, arc 'r. roadway markings contained in this paragraph ``^ �' ,.=y. tj rr 2 In lieu of the solid lints, zipper :: � ; ; 5;i ry1 used to delineate roadways located on or crossing ( ) :&:, areas that are also intended for use by aircraft. markings may be used to delineate the edges of the ';+�, ,� }, Markings for' roadways not located on aircraft vehicle roadway wherever the airport's SMGCS ,y{rr n,$say,rll maneuvering amas should conform, whenever working group or the airport operator determinesr;{s,,+ possible, to those in the U.S. Department of the roadway edges need enhanced delineation. The p`,;u";try ,; t r r� �'' u•'' ;. Transportation's Manual on Uniform Traffic zipper marking consists of two dashed lines side by wl '`` .: side with alternating dashes that are 12 Inches Control Devices. (30 cm) wide and 4 feet (1.3 m) in length, along s 'yP ' !�• Location. Vehicle roadways are each edge of the roadway as shown in Figure l$. ..+,r r 'F7fXf ' P delineated on aircraft maneuvering areas when Details of the zipper marking are shown in there is a need to define a pathway for vehicle Figure 10. operations. A minimum spacing of 2 feet(0.67 m) t 3 Where a roadway crosses a taxiway,a � �iJ, '{•¢�� must be maintained between the roadway edge ( �,)t. .ii, .:.. marking and the non-movement area boundary solid white stripe 2 feet (.67 m) wide is provided � s°, sl', ara rah 34) vehicle roadwa across the driving lane at the distances specified in .t., marking (see paragraph P y Table 5 to assure adequate clearance from taxiing markings are interrupted by taxiway markings aircraft. When the roadway is not located on an ;�6�'+ �s `r�}•}�.� aircraft maneuvering area, a fiangibly mounted C. Color. Vehicle roadway markings are g r;q white. retro-reflective stop or yield sign should be s' installed on the right hand side of the roadway in '` P,r .,.,, conjunction with the solid white stripe. d Characteristics. ' T, .-, (1) Vehicle roadway markings consist of �-' a solid line to delineate each edge of the roadway Millia "x!" .'?,!'t'?1","^,"t'•" „y,tTi,. ^s*:, .J'r,!"i_•^',i'. -r:. - ^..w-www{.,gw.wp.,w�„r,,.,,.•-,,.- ryr;:a,• qn'• �r:�^'•anti�,.'•"•-�'• 7•,'' ,;-rt-x n a1:.- , ,, t. U ',4"'y yR.,J iw�... .y;..4 CAf �'�, .rt%t } ).Y y t ti .1. 's •V. i„(. .�.;;r;.,..Lr.v"'.,, {t4 Ytr.•.� ` i:,� Z'1; .i. ',� �'. �ds �z`�Rs .�p�� „C � �' !,, r ,p• I :ate",} ,' 1t.i.. ({'�. .K`�..,j. ,,1 .s rt> s .,j. s :., r �. 1 � asi:i;f'j, ,�Jr`:,,d ixt' ' .1„ .iW. t/.. J .t C !�%�. '�• �t�:,�'r,h2S'i:�;(�,, t' a t� .?<�y .�T:t�;;..ii ! ?� , � t. ... ,', .� ,L;r� �:�:.?T �•�,: �"fi4•ti�.,, 4a. ti.4,: :'a•i,5 ! ,�,J, ;,t,, .��e.'•;-�- ) f rc it '.1 , �1 '� �.tr. 1. t• � !d•T ;�4= "n,` f.i; r.��`�v�'+, A,t +. f F,.?' �,3,. r ,..�?j ..�. �t Jl ?d .r tt ,d} ' a ,}t= �.f �1�"'�n;S'�,�',. � t -� Jtit,�v� .'`S4. ..a�'.�1� �.,x KF� i. tJp' s' .F1' #i'J :l.• .,, xd , i. e. % -is. ; 7) r�' rat� ``lte.,•3 yi }4� {�§y,$'.,3::t.�{ 'r' .'�`��tp� :. :' ri. h/`, , :0,1E•i•J l �' i;i•1J'tY. ».}'p'tl Cai' t .. . lt' >_ .:1'. qr; :.�f.2}' �J+' �,:r';'�i 1t' r�' ,4.� � Plk"� t '�„b ,�f I''1 ;t! ,ah.i�. i,.t,,.'}•`.:'tl:e. Z G,.,,w,:..7b,^.•'�'. .tx; i .J 1, , f "4•'i.{{�' �{'vl, < ,lr' �{K 7•. J�C.. t .,J)r: r, .1.` 1 ., d „�• .njr,i!. .. tt '� 'z 'tl,;EFf s `!:'S,�,�'f q} af�,'fi l.x s �%,':�. ti}� C,{F f.r�� „T•�ISJ,4L t f a.+. r'i.YP� . 7..i'r 'o f ',it.F .r i r .A K` f5•, { }}V .A,:�e�`� :�L��°tTi/n �*� >}� •t•1' �'� t �(!�: .45. .y. .rf4r'r.1•?t�.a.'•y^{..t� .,�r. ;w• gteS:..�,.. ,t { ;). ,t'� ';'4 c '� y) , 1. `,e t ,i;'.P1 Six'�.�1r'.,�„if�..,{..Ms.:{j.'1';,+�,:at• .��i5?�`E �v �t: ��9<�:�%.tia�.'tq�:>.;1�.1. „r;.�4F'. F' i 'r' ,,,P.:i. { , .ft�.: t r a `r. .{• .+., rS.,;r..•�+tt, ,i. rf s�^ ..:.. ,��},�+ar ��fr.4f�y �,J + •4- "?'.•y ,. •r ;F.f.�S r!'•S r .�,�;1M17 lE"i.# ../,�. ',i') ,1' t „r!•'t � 1 !. .:! t } ttvr .,.�.. ( Y1i��•> S.A ','��i .f, inJ3 ..�vp;.r;�•4E'!(v .'$. .yr,. .ry S.i `}' .{ra 7 :,. J tli.,i, ,dr,.!,! ?¢ .�. "•fi"i� t�r t"i:},' : wr;� ^x ., �. •,t'i�f,.' .*Ja a 't , .P•t'.,;dfr ;Ei rm?s<J.,,� ,il.{.e� ,7� y(y?'t�r):`E�C• ^tt�..�r::�t �{(�� `7 ;R k?.OS;t�,. J,jh•T,r$,A.:t &�: tr}J^n• .o-�. PI'b'-'1{W`: ,� .f( .�,,�i, 7 ( .4 1J I,k t§' y '4 :�r tq..' t�o Y,a Z�'. r 4 •%r <°�i. :1.64 rif1N :.7+'tT�,:. ,,y r .{ � 'j { i°)?�f"r:,'';.K+.tic•r .'tir;�� „1.•. t'4�.,�; 'Wr.r.A' 11'}'�' r, }� .,C , d 1�' r: [r 7' ;, +, :(,: C(r .4. �•��' �:{�Y s�+ '�x!➢• .i,'sW�'ai.7�,•.. rr d '•i`i''. �y f). B 4( 1 r +�<' C t.• {f Jyy t � , Y s I 1 { AC 150/5340-114 8131199 37. VOR RECEIVER CHECKPOINT BCR-VORTAC 114.8 (CH 95) 153/333 MARKINGS. ©ME 3.8 NM a, Purpose. VOR receiver checkpoint markings allow a pilot to check aircraft 38. NON-MOVEMENT AREA BOUNDARY i instruments with navigational aid signals. MARKING. b, Location. VOR receiver checkpoints a. Purpose. Non-movement area it ,1 should be on the airport apron or taxiways boundary markings are used to delineate the (preferably the holding bay but never on a runway) movement area, i.e., area under air traffic control, at points selected for easy access by aircraft but from the non-movement area, i.e., area not under air traffic control. This marking should be used iii-' where other airport traffic would not be unduly obstructed. VOR receiver checkpoints normally only when the need for this delineation is specified should not be established at distances less than in the letter of agreement between the airport 8 one-half mile from the facility, nor on .unpaved operator and airport traffic control tower which areas. FAA Flight Inspection personnel determine designates the movement area. the location for checkpoints and issue information Po 3 for checkpoint descriptions in flight publications. b. Location. A non-movement area boundary marking is located on the boundary , C. Color. The checkpoint is marked with a between the movement and non-movement area. In painted circle of the size and color as shown in order to provide adequate clearance for the wings Figure 19. The color of the letters and numerals of taxiing aircraft, this marking should never on the sign are black on a yellow background, coincide with the edge of a taxiway. d. Characteristics. VOR receiver C. Color. A non-movement area boundary checkpoints are provided with painted markings marking is yellow and will be outlined in black on and an associated sign. li g ht colored p avements. �t The VOR receiver area (1) Markings. d. Characteristics. The non-movement checkpoint is a circle 10 feet in diameter with a boundary marking consists of two yellow lines(ono ',.:•'.,"' yellow arrow aligned toward the facility and solid and one dashed) as shown in Figure 10. The �^ surrounded by a 6 inch wide yellow ring solid line is located on the non-movement area side contiguous to a 6 inch wide white outer ring as while the dashed yellow line is located on the F shown in Figure 19. When installed on concrete movement area side. Each line is 6 inches (15 cm) pavements, the interior of the circle is painted in width with a 6 inch spacing between lines. The black. width of the lines and spaces may be doubled to l' 12 inches (30 cm). The use of this wider marking (2) Sign. The sign should have an is strongly encouraged at locations having overall mounting height of not less than 20 inches difficulty discerning the location of the movement a�; .}•y;.4,f•ar .,;,p (50.8 cm) and not more than 30 inches (76.2 cm). area. The dashes are 3 feet (1 m) in length with a It should be located as nearly as practicable on an 3-foot(1 m)spacing between dashes. extension of the diameter line and faced 39. MARKING OF TEMPORARILY r•3 perpendicularly to the line-of-sight of the viewer in the circle. The inscription on the sign should show RELOCATED THRESHOLDS. Information on the facility identification, channel, radial selected the marking, as well as lighting, of temporarily g (published) for the check, and the plotted distance relocated thresholds is contained in from the antenna (when applicable). The station AC 150/5370-2, Airport Safety During identification and course numerals should be at Construction, and AC 150/5340-24, RunwY and a least 7 inches (17.8 cm) high and the other letters Taxiway Edge Lighting System. and numerals at least 3 inches (7.6 cm) high. The sign shall be installed in accordance with the 4? •.?tiy,t�. ,�i height and distance standards in AC 150/5340-18C f�/�1��y�� Table 2, on an extension of the radial and faced perpendicularly to the line-of-sight of the viewer in perpen the circle.An example follows: pae wM�f; •.-....w..-.»w«.,.t !•wwmuv>,mr•ir�uzkv.uut+c:.rnt++.a,, ..'}» — +",t— ~t ,f .}r, ',f>r r-tt1�7:':'fir s •t,,+ X141, Sv Y ';'<��th ktt'tY t y ±y) S, b t 1 rx .i t.a (` ,s{�r �• �i�''yy ai'�' +t.• '"r.. 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MARKING AND LIGHTING OF lights will normally be disconnected so that they PERMANENTLY CLOSED RUNWAYS AND can not be illuminated unless such illumination is TAXIWAYS, For runways and taxiways that have needed to perform maintenance operations on or y been permanently closed, the lighting circuits arc adjacent to the runway,e.g.,snow removal, ,] disconnected. The runway threshold, runway ,:'t"?; , r;:°i7hy;'; { S designation and touchdown zone markings are NOTE: The airport operator is responsible for obliterated and solid, not striated, yellow X's are determining the need for a visual indication that a placed at each end d at 1,000-foot 300 m runway or taxiway is closed and for determining u,i' �+4 ..rr.,5 an intervals. If the closed runway intersects an open the safest place to put the X. In making this runway,X's should be placed on the closed runway determination the airport operator should consider " , , on both sides of the open runway. For taxiways,a such things as the reason for the closure, duration r. �,x�n �.{... yellow X is placed on the closed taxiway at each of the closure, airfield configuration, and the entrance. The X's shown in Figures 20a and 20c existence and hours of operation of the airport arc normally used, but the X's shown in Figures traffic control tower. 20b and 20d are more readily seen from aircraft on ,x, L{A final approach and may be used. 42. CONVERTING A RUNWAY TO A 'I TAXIWAY. The following actions arc necessary �� t'•,8 ' '' 41. TEMPORARILY CLOSED RUNWAYS to close a runway permanently and convert the � 'f +`::;:.':• AND TAXIWAYS. The following procedures are pavement to a taxiway. '• '', to be followed when it is necessary to temporarily 1;t close a runway or a taxiway: a. if the pavement is to be used as a taxiway .f ,1.{ then all runway markings including the runway a. When it is necessary to provide a visual designation numbers are to be obliterated. The indication that a runway is temporarily closed, X's centerline is to be painted yellow. Any edge lights '? { are placed only at each end of the runway on top of should be blue. For those runways that have the runway designation markings or just off the centerline lights, it may be appropriate to leave runway end when required by construction activity. them in operation and change the lens color to t„i Y The X's are yellow in color and conform to the green. Aircraft should not be permitted to land on F dimensions specified in Figure 20. Since the X's or takeoff from ataxiway. are temporary, they are usually made of some easily removable material, such as plywood or b. Xs are used to indicate that a runway or r `��:��`#„',•�`�; fabric rather than painted on the pavement surface. taxiway is closed to aircraft. Consequently, it is ,�_,�,�'• , , ' Any materials used for temporary X's should improper to place X's on a runway if it is intendedzr' r��' '}: 7 provide a solid appearance. Since these X's will to be used as a taxiway. usually be placed over white runway markings, their visibility can be enhanced by a 6 (15 cm) c. The holding position lines must bea�wt} black border. removed and appropriate signs installed to indicate -`��a,F+�:,,, .�r`:-R�'• 'I'; the existence of a taxiway. YII•yM1}<JK+N'i' i 5,:' b. A may raised-lighted X on each g Y be placed runway end in lieu of the markings described in 43. INTERMITTENT USE OF A TAXIWAY I' paragraph 41a to indicate the runway is closed. AS A RUNWAY. The following actions are iT` '�"` '»`''' v The X is to be located within 250 feet 75 m of the necessary for the intermittent use of a taxiway as a ry ` r runway end. Normally the raised-lighted X would runway: There are several things that must be .� be located on the runway; howei+er, it may be considered to achieve the proper markings and located in the safety area on the extended runway signage. A piece of pavement cannot be marked as r;�r,�` 4 •r. , .c,. `j centerline. both a taxiway and a runway at the same time - `;i tAr that is it can not have a yellow centerline and , '', . , 1;,; r. Temporarily closed taxiways are usually white designation numbers. (NOTE: On airports ::,, treated as hazardous areas (see paragraph 48). subject to National Environmental Policy Act ; However, as an altemative, a yellow X conforming requirements, a proposal to use a taxiway as a ''" to the dimensions in Figure 20 may be installed at runway should include a review of the fix ` each entrance to the taxiway. environmental consequences of such an action.) d. If the runway or taxiway will be closed a. 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J„71S�t�»:�Y•'71:�??'� ��''a; .•tdb!�t � `i .I r.,.'�CS'N��U«d�jp�`).t � «,S.f' ,y31.1.;;�:,,?.:.7<.`,,F:..i+,t .,1,: ']NIGiN11 '1�A�kF1'AM1R�R, .�a i t, ,�.. .i a« � t�•;xi,•;b, .t•, t tti 'rk'��e.t�•.:r.r'��'1, �';�4{"��ti.,,c}x•w � ,� '�. n�90.NL5�'ui�d.w.wJ.5,u1.i.:.:.r....,::)f;1.ur..o1,5JAPaPI�ti'N�k �Ai4fF•'�7,a'Ne4'Yaw�rw+...ai µw».+w.w..J w.YNiht,Y,W!'NMiaM4iwwMihwh,w�A.t,w.N,lG,:w,.,.<..t.,.n»S,`m�_n: � � J�Y J Ftu � �i ' AC 150/5340-1 H 8/31/99 trtr with visual runway markings, i.e., white 44, CLOSED/ABANDONED AIRPORTS. .{ �:r� <::;:::b designation numbers and a white centcrline. When all runways arc closed tem mril , the ,��;k{ Further, if it used as a runway at night and is to be runways are marked as in paragraph 41, and the lighted, it should have lighting conforming to airport beacon is turned off. When an airport is . AC 150/5340-24, abandoned and all runways are closedfa ' permanently, the runways are marked as in N' iris )r'�a ifr•t. b. If the pavement is to be used ONLY as a paragraph 40, the airport beacon is disconnected, k' taxiway at night, blue lights conforming to and an X is placed in the segmented circle or at a t; A.C.150/5340.24 should be used. central location if no segmented circle exists. the Airport Layout Plan,as 45. ;HELIPORT MARKING. Information on the r,r �•; c. In either case, ''f�'•�' `f well as other appropriate documents, must be marking for heliports is contained in updated to indicate the presence of the runway. If AC 150/5390-2, Heliport Design. «',,' the runway is to be used ONLY as a taxiway at night and blue edge lights'have been installed,then 46. VERTIPORT MARKING. Information on the runway is to be listed as unlighted along with the marking for vertiports is contained in }ty" s; an appropriate annotation in the Airport/Facility AC 150/5390-3,Vertiport Design. Directory (A/FD) and the Airport Master Record (FAA Form 5010) indicating the runway is closed 47. MARKING FOR ARRESTING GEAR. to nighttime operations and that blue lights are Information on the marking for arresting gear is •�; p rovided for taxiing aircaft. contained in AC 150/5220-9, Aircraft Arrestin g r Gear for Joint Civil./Military Airports. d. Since the pavement is now considered a � , ` runway, any taxiway intersecting the designated 46. HAZARDOUS AREAS. Marking of 'i runway must have appropriate holding position hazardous areas, in which no part of an aircraft IN� `y markings and signs placed in accordance with may enter, are marked in accordance with �' s r A. AC 150 15340-1 and AC 150/5340.18. AC 150/5370-2, Airport Safety During01111� Construction. I :::;: art ) ra< tNh ut•. W rY i p, P 4"s:zi MARKINGS FOR LARGE AIRCRAFT PARKING CHAPTER 2. (RESERVED) POSITIONS. CHAPTER 3. (RESERVED) MARKINGS FOR UNPAVED RUNWAY'S. 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'{',i a. ,v�, 5..t7�• ,�., wt,. t .'Rt,r� 'ri ..Sic t ,`� t, rs� x,r .��}� i�mAh.�•r':1 � '�;'r q �' :{,�Y Kt 1 q e1 x).;S t t '`(i2.1! f�U1n�t 'C4t�i4�i��,f�(r�.' S�j �+-��" t:. •�y{ ,•+�,�+, -f*{t,i t' '��.�('.�i05kc'�gf'1�7 f{Ari)d;'t}t.,,y.�'fp}f�''1 .ti' R c s ..1.�::t,,��t, .�.•;, Sn.�rwats6.r�..i.� f.,. M�{ t fi 4' yr ou 8/31/99 AC 150/5340.1 H ', i �t rE, . Oil. 4.:; 7JJ PRECISION RUNWAY � d' %" i;i tl b, NONPRECISION #r RUNWAY e ~r'' `�4• EXAMPLE OF CONFLICTING RUNWAY MARKINGS f4 �Atj�1 47 ,I`r, 5• I..a f�. t47�• f x��.. S' MI PRECISION RUNWAY hti g Ile tGk ..�..�,. .,..�. sue" - N'.li•'•I , t �. +, NONPRECISION // RN,, ,i RUNWAY 6y Oil r}. THRESHOLD OF THE LOWER PRECEDENCE RUNWAY i . DISPLACED TO MAINTAIN THE REQUIRED DISTANCE FROM THE AIMING POINT MARKING TO THE THRESHOLD, e NOTE, IN LIEU OF DISPLACING THE THRESHOLD, THE AIRPORT MAY PLACE A REMARK ON FAA FORM 5010 WHICH PROVIDF'S THE DISTANCE THAT EXISTS BETWEEN THE THRESHOLD AND AIMING POINT MARKINGS. Figurer 3. Example of Conflicting Markings on Crossing Runways " i, 21 t '� '.. r� s VrU ?3'Sa VY 4'yf > i�t(•. `3 'C fP t�r�; °y ,*r 't c xu ,i' ,� .ii ^rY' �.5<.fF',f 1F � ��`y1t{n�'�t��;yryg � ��¢�`�$��;''Y�\yf.�3�+^�'�i'�•�� tf`ay��{r}� {'i) � 'r� '3„ �; �{� Y 1• a. ,•h i s h� ta ,. +" t•`tk.l''}Pr'"S�'�4' ^`t'''.T ,y;.:°`'nfCJ�'•li'L��=uY a _ i X5?. 1! C" 't-,"i�,�! f/'• � �' •, 'iT',�1� �i'.�,1 a. ��w� ��a�s�!•.�'`�; �r �'�' �'*•,.. � ,t ��E.. � k��±�+ ° .:�•:,+.�?i�; .at;°A'1'� �g , .y: x'?< t +f5 +��jl�{��,r�,r,M1(��yP� +a,�yr�;.��7�tV�r ��!q`f�!`e r7 �•,Y*,Sy if y��j7'1''�'F�`'•�St;.r�jw+•t.K : i7 , '7 J' f. �tt,,. „r ', (?' �;�;tc',��iltt�y,,,,r�"t � 'x'4'3: 1� � .'(�,��;,;N,S�� I�1i:St �q�. a�+ #i;�1 �Ga•jP, •�ix+:F :Y�l., + rti 4, .5ft t;ayr,"�s;, ,,i-,'h; r( ,a�!%�r. y•z.�tr�,t �'.::• :r 'Y/a '". •_�;1., .t,` r ,;*'.t �'~�.;'. , �.,�,, �.,<. ;. a�, a[ t,:;..t. '}1 , 't, h rg}.�),m' s.-a,tt17�'-+'r}`�'^j,,�({ .��• .°7�' 'r. �,.r,'f.yl�..>1 ;)Z'k 7. /»> :4. :n � C..' t} `+ ? c, ri •ryas t liio.r $Ht< if s r ��{ ,a i ,. . c' ,i. ,t` s i ,•Y f ! ,t J,1H.z �m'$.`•''d'r.;,riCC ! ky°A i',.,- ��'-4. n+: t y .} .. F d 5• t. .t�l„Y( � + 1t 1 _ . . ✓ 1 ,at ', c � } t tat( 'nvnntW„t r .. .,. i• ( v J{�yYj `t S t9 AC 9 50/5340-1 H a/31/99 Q ? 1L •r117 n UJI L G I W C.7 ,2•t`,a. ., [ �F7I Ll _ � [ � v Y w r'' r!4�•',.Z(;`'t�:iri2`.:.'C's� , r: �OL ll 01 nh W p O Itd^�r,y t ' > ay t, v LJ LAJ Ov 01 In Ol Ot W Z V1 Wt •„ jj y,�1<.;i6t:`r•�,,,E1:.�4t cx Ell UJ UJI T In 0w w ps..' CL O Z........... ac eT Sr w ax v cl 01 a o1 .,� Z w cr LAJ Ol 6 01 Lt—TO' N 4 Z� '+ �:r;'Fsc�+.'J:4•�c. ,2>', . W d W W Z O r” 0 911 Z `r"o;!`.:c:%'`" iL�yq^"si F A#?t�..� •. JI I's t4 CL LZ st 01 C► Z t'�I�' 07 �ttr,,, t`�'•¢i, z�•,•. ��. y! p Q }K In M IX yl I • .( to Z W iZ O w W O Z<n at C IZ t'L IT L t t -� O t' 7 IU Z 7Y -t W W O ti"t�K 06 L L L 01 Ol O O t.-•Y J q i` ,tif}j10 tr '.. tX W W W V :y:E f:1 t,;'z..•;:�y't1..f4s:.;. M LJ ? O W W Z W �itiill ki: w n j d z Q ► :`ai�4f, ,j„; OIL W m W W tn V O Z VI r'i.,•�-i^„�'?j:`,r;�+'r Ix W W �Z ��• t;�•r��?f.tR44;i,\!', ;c n V W p Ill _U' ►� 7r�r� �ff.{."VS. ED I= 0 W W t 1 l L 1'L [ f E 6Y O Z W O Y to 01 1, •L L 01 01 Ll of [t [1 O p W a W< rpyI. n Z J Z Z W W Q' 4'"+ ,k. `Y• �w r r ° J do O ►I- In Z .- N try f th IO ..Yti � 4 r� •�,t.'1��. c Figure 4. (Runway Designation Numerals and Letters ; t Of tFf n. !^-.1'r••' ( „=*°,`,u,..;••..t.,-,..„.r•..w.rwrwrivecrHMey Pgt!?A(, ^,�•.•.-...,.•.,.K?«., yw.•,s,-*+rr.... r•rw.r+y±ww,.r!n m±+rw.,sy > `•,7 ,.jq r{.r'I,.t,. y' •.t.,. '->:'. �.. �. i 'N's..,. /� ��ifi :, t' .r'tf t.�..<n t t;,n fir,t ''>.o:'r..t`t l !'�: '4'£+!}:+' fl 1}". r.i.rl"f. r.� i7 7' t r. :'a.: ,} t? , .t" •r. ,'1, p :yif.rt tt, r+ (�:�tt .t ,(a;,. !.vii.t,ax:},s..�, •;t"��„ !t', S r;, '„ f r �t t,,'+a' ..y'. „R+o S ,�r 4.,.• , � f•' .r rw: .aq' �. �ri�'��,�. .�{''mot ,y„�.rd'r n ,•r: :t t .i ;�t ,i ,z I t ro 5' 4.4'r,�'. .eft. `r'�`�?J'(=�',,,.:.5•AU.;t(h:� �,_. � .fir r 'i't ',•�,,,t' Vii. +s.. �,t 4 r ..}.,ti lr 15:r)fir ,y :I ` S' `i 1• F r4 ij� .,,. . t t•';( 't•{• 'ri~t 5} ,. .i 'v>!.. .�, sl.r�',�;+,'-)�•MT'+1`irAf•�St.�4�rSfl�!t.0�a,�r,= 'L �. l 1 /.. Y VSyIK =! ) ). I �•leti .� 4� f Si�•' .� � ”"�'i. , 1,•n�A''� f{t•'tttl. t c.,pt•p. .iSt'' 7. ,./,i(7 is ('t �`7" ."!•1:.7t , 4 v�•r.•,,.,..,.1t.E-,f. ,Mr..:'. t x ti' ::._.1!:'.S .....� i;,,•., } j r.: r'. ':,'t c� � �. �'�: �. y}r ,•f;. ,.$...��,(s.?, :r�. > 'F. 'r f i1 .i1r f `'.I; 'r d ,Y ' if.�t� L. -s: .i tires �it S,x `qj rt*.i ,;y'.��;. t• �� .x. il. e 'p.� v S ''i i .,:1 if' i. :r.. 1 :i .t,„�fd o-r, '}�'w..t�f...,i,a. .(�e s.i":A}d>S•F'.y,.�o' ,i L , M1',„15.3."i��;t y..l fi: '.1. 7 >r ,{'t.;",S ! � '' t'} 'si s C'15. �. Y rfi�1'i7;•C;�`' 1 iry�iiil,,,,.t. �`1#1"J'.,t•.Y, {:�v.'1,1 A ,•�'}'.;}',' r. s 'j }. t ..5 r., ,_trff . Y },t f ENV �ir L� t r Yr °( t srf4 '..'. l 'f �• t :`} �"a j t ;`d r '5� .137 tl� .}ai t;,>t t' r t.Ll} i( rt�4 ¢�� '� � }+1� ' jY r t .•?: 1efF qtr ,>, �`;�I�F•>„J'l t'' 1 '¢i .r rf' t + c _ •. r .,f .s:.f t' ..tY i�t t' �,i��,tp�3l t.. I iwci>iti�Y,t iki7tf ft 7u,+iilx�(n'rn�r�vn�..f n.....,....._,.,,",...w......w.....w,,..,.,:..:rrr�.+ _„„,,..,•., :,r.,na.«,.w',...r a•.x."ff.s♦ ...r:,ti''f,'.'.5'9t'Hll „ .....................„ .. ,..,.,... ._... ., ...... .......w>..,«...,r..,,,.....,..r,... fi,.,.,.. �j.;^ +1 t 4 S,r(r<.l}�;b. i i..i'r�,f r s I f 8/31/99 AC 150/5340-1 H i •• Idc �� t n N i C L IN J j w a Q /� < �S ° �.. k"7`151 . Y- „ CA �w,J ^� v �'• �_ wr .!jt+Yliq.:•il>i!irr'j".,Lj LJ h1 d Uj �tai A YkS;+v. �'.;t.•f}�;N,lrf;% ytlt�ti;4ti�?�.It+, �,`,,r,:�:. f}� Figure 5. Displaced Threshold Markings �t y RI '"i}l4�y.'sti.C i.k rt 5:i�?,uh>,y�Nr.4t+"li{Tl�A c'.b,i;N t t.,�..'t F.)�Yk(>�H e};.X�,,;,T:(�1>FFh')5f L:ht'rr�fr5trn rz,.a.s,tt�t.`'..,y+±.>:1"°..S.+:>7,:d.,:.•I�.',k Tx•':•.',.f,�;';�arp1r.:!.n�4 f"y"�++{.•.,v+r4;,r..S:^'.:jt�'1''�':,�;i.'",b,6%"f�„:",.�M'.t.t 5".i+.,,_'+Yf 4.,rr,f 4 Jr:.17.y.,t pp.:Ft$+'1Y�:x,.'Ft.�':,,7�^'..h t't.:.'�"�r.,n,y.,i,j:e'r+i<:..S;k.:,.r�i�.�'.L Tg n't.,�0 z v,ny i,;..f.E:r f t.,Y;:',i,,..?F,..{t',„J.,r,i.I i,.i.I s.r,!1'.i;1..,..t!l}.{'.:L Sr 1'^:','b�,.f,t"7 b:.�r.,'..7'..'(.'�:..S:'5 S ut;�x,i l 1 1 4.4t,i.i•{,...,f,1 t i I,-:'1.J,.+�1.t i .r,5'r`r.,�'..;.�.�td..".,t{i I�'Y'F`,1' .J ri,t,y..,.,'�,.�•s a rn'rY>tpt�FN.S.'i a.At 6r At>.t.,�ouiwt....,.��.._1...•.:.'-r^.v, _.t,%,':r. I_ fr.i.+•x1,a'!t��:.:`F"r,I 1 u'.f S t.a.,;7i,S..).';.f:•:.,...ii,'..Z_k 5it•t•.'•,.'(^t�°'.�,.tifi:.rZ",t,ti�.i^��,L t�:^:�;.+r;,',,,•i,..a,f.'tc.t:".F-.irtr^7'N".s•r'4.'.^!....t;y.cIt45;:,t^;..,�,.S:..,.*.{:t:.-,t1:+�'pSrs,"S•,:.!:.):=•f S-'.v•,;t 1f 4{r'+i s.,;h,,r t.';t::Y ts'4.,;S�.'1'T.:i�S..:'r•�,.rY:.1<tI;,'I r•,n.a n"ir";,ii M.,J re�','„.-?iZ+ci”�r;Llr'!�;;`{:,'3 it."r r Wtctrs.}+:,.,r>•,t;,S'"4t.1,:��, �st".-A .r'.�.,.?.`r,"P;4:�t2„:;1:i1�«4c r•:e»-1�:,�,it.�ai„,Y¢T,r'.{,;.�..•.r�"i�,.p,{3..',,.lt".,rc'r.^$,1:^�l5..r.s y,'?ta..T.?r s..,C.;..x,„.r «,y�t.��„r.1n"!F�q,„{{•~!C'�'}9t;.^:�>�,}t,x t��h”%-'C;1{.F•`".��',{t,�'1e^..,r,�75,d,�f1.fr.•,,1'�r?Y�{�7..�F•rt.,`,,`��.1�,?,.y�i''s.y d', � F•.7”k . ,t !. a . i�Bi' ? r:} ! .a t'�i 1r l t;y•Y.^..:iSs.�• 3,. •: .••,t:,.; , : :f: is t': xt, �tt: .1:• .t.,. r=�� .:t, ,t' tk., .{k,t.: ,�(a't: `l f'rS�:st, r�S'=R:rer,s "1�. +Y• ��r;:,. ,f. .�„eny•Pt.,;y ,.c, $, v� 1. ...J. r j.. s7 , � z'2{:12;� ` I,��L',;;»t'k.��,..5?�,r ., •�..? 1� y...t rd. 't .7 .�. ".'r �. t 's II }•'•?t`t .h ;,S "9JIh+�4, I X5 £,� '?r. SiS r' ci. M ,.� >Zr,'j ? 1. I ':r. .tt: r .7';1"..'1 @•" ,CL`,:rv,l.vr,.+?7.*�,+,:.' ),�S:A° e"L« .y R`; -ii t .5+,u1 ik2 ,..rt:`:s. •:.k3�.:ti9 jy�'r. j+ -Ill `1•`t I ,t. •.r e,.frF r. y S' y 3d�. f':,c,:t.,fr7l:�ri,.,>�=7ht •,r�7 9 r Ar 7 t� rvr+.o S ' ' Ac 150/5340.1 H 8/31/99 i E y t, j Q �u y S 9 W 61 f( i W as '. , `ny ry}u! !rf ti I � � } ,t+{ix� lit,} • Wr i C3 I ��+'S�ii4t•yR',i(•61 v�lt!�i'>:..,.n •F uro 0. Marklna for Taxiway Allpned wKh Runway E.4, 24 r� t Wi •T`tt,:L;y,a � 3 fTf.r 1 �; ^r^tyM,r rartxr�+!�>fa+a+wraNrwWtra(rp!nw*+y*+,.^... ...,. i 3 ,!k��xr�i. ✓� ,5.�}{�;1+ y<1k��a i!.� a,F t tu, ''i r t ,-+, t .,.,.,, .t�r� 's .r. 1 ac;�-•n"1t'}'f�:.„•i".kx:"T.:':'Sc,'jz'T=r��?�^".#.,... Yjl i?'Y 1')`k'�kWN !�f,Jt.'.`Yy'-�a=tt';,�t-ySS,,t.At�C.t r �,5, t � t +t* ' t t S .i� St ':t .}y ,fit�4�ti Y• kr�'� .,� .ri .i f .� (��,ti. � ).� �:t .r, !' , 4 ,.'.is �7}.�•1yGf.�l,7,{.�,� t�, E 3 .S!LJ^ r,�+'.�� •L' it ��H 4, r t�` ., ,,S r r`' i , t `1 'r,,71t. Yt} 5 r ��'�}ix� f'�? t ;,�,. i _:•{.,,r a.t;.�7,t�.,•M, {,,?..: k� t .i+� t r.5 s } '.,{r. t 17 .r =' � �,'1 t r'..`, ,i' � f.! '�(.1,;'.�:8+,�`t',"r•t:.�l �'}�<,3r�+; .q5.:,i, . �VVI'll u 1� � i: Hr s.t t. ,p. } i ,•.JfaS„•>:.y^� J .n1�:�t'(�. ti...,r Sri,, 1 �g,r r� ,' r .., .. .. .., �� s t Y ".t`/Fat,:•.;� , \. t``I'Prr..•.,t Y ...Ft'•:%! w. s , ., '`r `� :`F1:r4�,,.;p�,l• ,1 ,3 '' e Cdr ,.�viih .r-jC. Hi. ,t, i:4 .17•'M t- ,{� ,d"v`y± is rtx,1: a s,. .,s z1 rs3 R. 1.. }• .1 :"` Y.r a1: :rt( f, ,$` ' t t '-•J• �i �•• yt 2{*}t ••�t31�.�d ;,'!. t d ..y 7. .1 r< f t , , .1 r z t t' jiY rxf.�, �,�7 g�"'�„�;taie^;�` �:�4��d*. ;A'.'��• ,�,�sr, t .� '�"t,, I Y{Rp• '� ..Et!{t_}.L•.VAf E t. N h; ^,i !i<I.+•x\ +(..il' f 7' t .t f}.l } it r , t t(�,t �rwt i ,.:r�,•{�':•t5r1�, L, 1,+ '•'Ei { err h u".•"f .�,;pfi•. <{,, �^ , f f t y S.a „fl srJi :� �,a •!4'k:4Y"i`�,r, ,7k«a1XhP y��?6C YNyt 1. f• °' �t�,.H� r. �`Y`,�i i�}?3'vy�;�r•�fk.1r,}1"•, •s.:',4":�. t r .Y } f :�, t J. ,r,v ,,r,S �ity-r,!,•5'z Y.�dr ttlr't rh24",Y!",,r u+ Y, hs„ r 5 ri .t y ,.y l sr„ }. n ,,. a .1 .{!r`4 it ,�,S i i 1U ,us 2!!r 4s5• '� q �� {.,lid': :;r,+it, r •,,�� (3 ,��ffi f� f zs t t l•" �. r"" rYM 'a2s:�fx2.iuc:.YZ✓i....uw+l,..:.W.k..N.dri�:rY.Cf3Lr ,vvillf 'Y•c „ II yL4� 1 ,A f, a AC 150/5340.1 H 8/31 199 ILI JR�r. fi ,?YoII oug ss fi . Lo 01 Lj Ifl �l`9 q�)ly; f1 C+' Li a •.'i'�. p Iel i t J••�»N 17 �� x..l N it 4. ytC'}t;M�".;'�y t ial kt.''1� l'Z Ic N v Y�FMl. s��jty4h'" �wN tY �o tj Diu WIN i x°r Figure 7. 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C'r Al If •+.� 'r MAX. C Q o O In rtt�;� MAX. RUNWAY THRESHOLD Figure 9. Runway Shoulder Markings .1 27 F' , ti r $ u r" =�t�t�'•�"�"'"ti'"y's �tF { .'S, , er. q.��7. ilrli?tJS t`r•7y `Ral'•"•`ry•�.�E i � r �'• �1.��"SS�u k >7�?�y}}�' "�wi�}�"'"��"' t � M, A#.n t fps ' s fit •` �'t! k{rj ti t u'r !AS �� 't{.I r p "ytyyy°, �• � .� i t c k•� � ,4�b�•t� 'v i yt�t++1,. 1' � V 'r'�rG rt(�"�15j.�iiiy' "0t'�i�{}��Y 1'x'yW I�ia�'•fS�{s! '�+�2#�a ar�('t��?'!..r� ! kil �' .+. `� i ,c+,. �.4"T"S't � "tt ' .J,� ♦�'trF. 1{•t�''dh r? n`T),•�`J}r.t t�yy}ly,'f j(j�{Pr} ✓ i��i}rte,,.{=`)M" f f � �.a -! Y. .��°iai ?.t., t.rt�l;tt# �' 'p»"Y.!r � i ? .0 .ar ��,1:I.4^Yi �.��4�t�''t��A,RS'dyy,:n�Y.:..•'t��j �E{1;(}'�.C�%+33i�'3'�'.��i'�'�;{`�'�,�,��'$.'�'""� S r•t u >i�`'.t rri n,. `!!•,,fir, ,'•� �„n,,,,t{; tli;:�� ;}g,;t,, 'F a 4'f�,r<' ;t,.ut >:}I•J,;� li.;tkt,. X t. a�t ,;yy r � t ;^:.: t�rnCTr zv. �,,�.. t,, ,n< .x j, tkn 4�. '�lt.'i � �!%;',t.tk..<,t� I'•�;4 t.. 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'(r'�+:c"-(tr:N`,`i'�r+Y,SY-'•-'dir• 'r r! 'i �i ?r�EFii}YS'k•.M��'u',h'eJt,?i Advis0o ':it•.i;,.` 2 _{tlrpi; ivcit':f:i•. A U.S, Department of Transportation P .,I Federal Aviation �'. :. Administration �`•��x�,I�� ,��;s' �' ,1 ..t Via: 1 y,•tCv, Subject: OPERATIONAL SAFETY ON AIRPOR'T'S Date: 5/31/84 AC No: 150i5370-2C r l rlt DURING CONSTRUCTION Initiated by: AAS-300 Change: r � t SIB 1. PURPOSE:; This advisory circular (AC) sets forth guidelines concerning the operational safety on �r�..�,�(,�7�.,v,•,��.,3,.• Rd airports during construction, to assist airport operators in complying with Part 139, Certification and i r• Operation: Land Airports Serving Certain Air Carriers, of the Federal Aviation Regulations (FAR), ,,,, ., and with the requirements of Federally funded construction projects. Construction activity is defined as the presence and movement of personnel, equipment, and materials in any location which could 'm;F ; ;,t.4 infringe upon the movement of aircraft. For noncertificated airports and airports with no grant t:hr k`kr w;�•�• agreements, application of these provisions will help maintain the desired level of operational safety during periods of construction. 2, CANCELLATION. AC 150/5370-213, Operational Safety on Airports With Emphasis on Safety During Construction dated October 9 1981 is canceled. 6 � ' 3. RELATED READING MATERIAL. Ail references cited herein are available for inspection in � r,,. + '.(:;� any Federal Aviation Administration (FAA) regional office. a. The Federal Aviation Regulations are sold by the Superintendent of Documents (AC 00-44, f,;� Status of Federal Aviation Regulations, current edition, contains a price list and ordering f,}}; r;.'Y instructions). 7 ' I b. AC 15U/5370-]0, Standards for Specifying Construction of Airports, is also sold by the �k;,��,<,i�' ;�"'.`:, Superintendent of Documents (AL 00-2, Advisory Circular Checklist, current edition, contains ordering instructions). �?r' ?�? :fit t�,i 4. BACKGROUND. Various ACs which detail all major elements of Safe, efficient airport design and construction are available. However, operational safety on airports may be degraded by construction hazards or marginal conditions that develop after an airport has been opened or PIT approved for operation. This AC addresses that problem.. NOTE: Airports which have received y+s Federal assistance (grants, real or personal property) and airports certificated under FAR Part 139 � ,�'+ have mandatory requirements related to this subject. a.if } `J 4. r�(r { o ::'r .,�. ,.tar.,dl.Iii:�;.i.s.!ft,i,`:TrN...i.,',t!"'+y.Y7�,:alrr:t t:t"{.,'t'i;?.••{�;,;L4,''"-i,a'i3 ti TJ;`,t Y{,`a'.i�'°yn'�1y•.^,r.fy.1 r�"��(i�'•;u�.��tr:z`7:;1a7,�t'�i•,rs::�'"r1,'"f,.";;::i1;;cs.t„y1^:' �.y "' s - T�;•�`.'','.,'.',•',`.,,,�..,ty.�n.:«+?.r,*+«,t;�iT'..:.:..;.',t�,',,i.,Y,rfi.,.�s b 2."V',.=,.+s•..',q Sx 4.n'4•},;;a�K i 7a'.d`:!,•�''v'�re'F,r,?.�,y"�:�'T;T'>.^Y'�Y*,C,�''.Y�i•f,s r r i'i-rn-a•x s;'.ci Y.D4.''1:,d:,,�,i v, t'hjc'.^.f i i ,'!.sC,f i� ,. , '..,�., :(.r,, :,,j..:'.;.�'?;.r,,f•' ;t;,:. �n>,,,'.r0.. � 1".�,�, 't?✓�'. +t�t ,�?�yi, 1' '>i. .'�:: k. �,, .�� :i`6,(k"• rr -��t y 'i;k, k �'1,�',�: .J., 't 5:, t¢ s :;w, vS#; c!`.,a� �;�! t'`�s "d`, rEdE�. �, � 4. it na��"'� {{'' k H� ^�+ix'ssj��ii a:�rh:'�} !"i ta;Y,l�r rt "{r*:t�t!+5;::',r:. �.,.rt,. ; ,t,• 7., 't,':fi{.e. ri ! 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'. .," ... ..,..,.....«.-.n�e«;.•.w•.x,.nr ..Rtl�7M.��+Y',2'?, :4,6..t,eu•:.sg°r•.r,.w,..4v.�.r1 .1...r..Nwr rv4,hnncv n,.,....-.«..,.. ........_,- .....-.,.._�...,_.}.W,...........+...c...,,..�w....}.��..,..a.n`w✓ 'tll✓VIDWf� ft{Uly'{y�.t p�}�y �� 1 Spa Y• �tt l� ,: AC 150/5370-2C tt Jett ' 5. GENERAL. 1 a. The airport operator is responsible for full compliance with the requirements of FAR Part 139 i + 'r '•: J,=1''for certifcated air p orts and with the provisions of Federal g rant agreements when a pp licable. ' �. Adherence to the following provisions will materially assist the airport operator in providing the ,1-°oviding the 7•,i level of safety required. Local FAA Airports offices have technical expertise to assist airport operators in all safety matters on airports. (Sec AC 150/5000-3, Address List for Regional Airports !1 ,~�fi��+, Divisions and Airports District/Field Offices, current edition.) p{t e;fit°%'�",; F•4.`y,v �Ii �. b. Each bidding document (construction plans and/or s 7 cifications) for airport development work � �:�"�.r�, 1 or air navigation facility (NAVAID) installation involving, aircraft operational areas should a., '�, incorporate a section on safety on airports during the construction activity. The section, as a � ^:IV, t ;a;,; minimum, should contain the appropriate provisions outlined in Appendix 1 to this AC. c. The airport operator should pay particular attention to the pullback distances and clearances for yY.y"{,; ,f r: •; any maintenance activities and emergencies that occur on airports. These include activities which I involve maintenance equipment - such as mowing machines, snowplows, lighting equipment -as 1 well c 1 as emergency for firefighting and rescue i . Where feasible and where operational safety is not affected, the airport operator may choose to keep open operational areas adjacent to construction activity during construction rather than close r`.`,.'` . them to aircraft activity. { e. At airports that are undergoing a multiyear major redevelopment, a comprehensive construction safety plan should be developed. This safety plan may contain deviations from the criteria outlined .F, ' r. .',t"a ,7;raa3(try r,,�P�i�'��ei'"i in Appendix 1 of this AC so long as they are based +.non a commitment by the airport operator and the users to provide the maximum clearances possi:,Ie between construction activities and aircraft with in the limits imposed b local conditions. i,:-3;,• 6. COORDINATION OF AIRPORT CONSTRUCTION ACTIVITIES. Construction activities oil `i� �' :�ro ` �y.; .rv7."vltu�l¢��i;'t'�•€�ipK.4•-t:il€' an airport, in proximity to, or affecting aircraft operational areas or navigable airspace, should be coordinated with the FAA and airport users prior to initiating such activities. In addition, ,. �;• rP P g G basic .+.fi�t i':i,k responsibilities and procedures should be developed and disseminated to instruct construction personnel in airport procedures and for monitoring construction activities for conformance withg�'Y�V�r, r=•.';<: safety requirements. These and other safety considerations should be addressed in the earliest stages of project formulation and incorporated in the contract specifications. Construction areas locateds''�4r° arts: i within safety areas requiring special attention by the contractor should be clearly delineated on the project plans. The airport operator should closely monitor construction activity throughout its duration to ensure continual compliance with safety req�iirements. ?r„r• , a. Formal Notification. A formal notification to the FA is required by regulation for certain r > ' ' airport projects. For instance, FAR Part 157, Notice of G .istruction, Alteration, Activation, and Deactivation of Airports, requires that FAA be notified in writing whenever a non-Federally funded project involves the �i 2 i {, •.!i J .-,,f T f^'.2 nM1 'T.�«P '7”'^R�M.,tW14 ��t, 1t r✓'. �' ryq'Rl`trl;�r f r��1 y*��'f�,.i.j.'n��"��y'tft�.t�it'+tt'i l'�`f�y 1'!#�j`f�.t!i.Yx)}t,t.j S r ,{f r t y S t J�t, i J `.t n..irt3, , i mM7t�"r r!4 r,'fr 1 1 1 '—.y.- ,�T•,' t. J 5 t �., r'f+f ft r�l�✓�a 7��'� 1 !�')�ti`5�F'CYJ^"L 4ra+4.#f,) i.i(t< , t,'j�ft�'. it a r tit .t r i5. .f � t Vr `. c. ! 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F`" '�"} t�ii�i�iu'}4Vr�'r.�1•ritr�4':tt+write:.,..a,+,n,vae«rwdSwrw:waw.n3r.+�,.lssr>w:,,w�.wter.....,.. ..,rawnnbsvn(A,«+Nw+..+o.,.w.,...,o-..,..,,..: .r_. .. ,,....„r_.w.,...s ...,.s....-.x.+„ado.w�,+Jrr,MwN+ r�rwwn5`einl�wSdi'w 5/31/84 AC 15-/5370-2C construction of a new airport; the construction, realigning, altering, activating, or abandoning of a runway, landing strip, or associated taxiway; and the deactivating or abandoning of an entire airport, a,wr ft),5 ,yi Formal notification is made by submitting FAA Form 7480-1, Notice of Landing Area Proposal, to .* the nearest FAA district office or FAA regional office. (See AC 70 Airspace Utilization +. Considerations in the Proposed Construction, Alteration, Activation and Deactivation of Airports. current edition.) Also, any person proposing any kind o1'construction or alteration of objects that << affect navigable airspace, as defined in FAR Part 77, Objects Affecting Navigable Airspace, is ; i'` �a•{r` required to notify the FAA. FAA Form 7460-I, Notice of Proposed Construction or Alteration, 4;. should be used for this purpose. (See AC 70/7460-2, Proposed Construction or Alteration of Objects That May Affect the Navigable Airspace, current edition.) ,l ter ;'1 r b, Work Schedulin}and Accomplishment. Predesign, preconstruction, and prebid conferences provide excellent opportunities to introduce the subject of airport operational safety during a• 1 construction. All parties involved, including the sponsor's engineer and contractors, should integrate operational safety requirements into their planning and work schedules as early as practical. Also, responsibilities should be clearly established for continuous monitoring and compliance with the requirements assigned and for vigilance to detect areas needing ttention due to oversight or altered ` Fti7r g g construction activity. When construction is being planned on FAR Part 139 certificated airports, the responsible airport safety (certification) inspector should be directly involved at all stages, from predesign through final inspection, C. Safety Considerations. The following is a partial list of safety considerations which experience tit, w indicates will need attention during airport construction. Ir � (1) Minimum disruption of standard operating procedures for aeronautical activity. (2) Clear routes from firefighting and rescue stations to active airport operations areas and safety 't areas. (3) Chain of notification and authority to change safety oriented aspects of the construction plan. (4) Initiation, currency, and cancellation of Notice to Airmen (NOTAMs). S Suspension or restriction of aircraft activity on airport operations areas. (6) Threshold displacement and appropriate temporary lighting and marking. (7) Installation and maintenance of temporary lighting and marking for closed or diverted ren"i - aircraft routes on airport operations areas. ;t ' (8) Revised vehicular control procedures or additional equipment and manpower. (9) Marking/lighting of construction equipment. "• t W� t riKit�. R� Ida 3 �?" 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I!'�i"i�'.:v;'�"+i„t.,,,{ S + :fit', � �t ; t 2•,F l„ q.'{ 1,J.. •.h:,;.fi. .p%y'�ci,, �Wb:.t�,-•�'.'t�,gl.., 'S`F ..r 7 ,i F,YA},r e�?yi�v ,.f r,*. ail f 2,'•�. f.a:x�jr=,a tit r t..d. r i"i.,f JY�:;l 6:��13�'4H.�r..,�Y �fi'X557 2�Y'1�`{�p li; 'CY '.i ( ;;��"" �` �Ef c 8 ,: 1S.tWa _, i,Q, ,, r, t .r t i y '• E ; e _,,a�, r °� � t �,. E$ !'f�� , :'s.�"s�r�;iy+n•`i t��6!;�,.4. .kc.t.. >`� f a�'t.r,'.> 1.: �...: �1- t `• j e•f�:s•J,..:..�..t,�t�. '�.y{u�aiEr'�;ti7'u:S'��.a, �!2�,iwtk�a��.�`;�f'`'st v-r� F'', tt: yrtt � �N�', ,�+1; ��Sj:�MTS v;Yx�}:r}fyi�lA� E.i�i i,2..t ,rc:;7" {. ,i. 'f, rl. + r ti ��..s i>$'d; �y>.rt S r ...✓td•��.r;;^.i eF4f � ty�; +tf!it�,��;�.M� i, + v {� .i.. J{' f �, f ti t t5 t � L [f F i h a .�. '-�!. 4(; i �'l;�a 9,"a ? d;, �"� •;v} 4rf? ' y. s � = 'i X��t.`I i'r�t ' � x.°y r j' j v+.�� '� ,. 1 � t i - ^a 1 : v �,,, '•s N '4`� AC 150/5370-2Cyi, 1; P (10) Storage of construction equipment and materials when not in use. s, �. d., ' t;•,-3,, •+'. (1 1) Designation of responsible representatives of all involved parties and their availability. 1� �•: f`,;° to and from t (12) Location of construction personnel parking and transporta tion he work site. (13) Marking/lighting of construction areas. . ,1,r+ (14') Location of construction offices. (15) Location of contractor's plants. '.' `i (16) Designation of waste areas and disposal. a (17) Debris cleanup responsibilities and schedule. (18) Identification of construction personnel and equipment.., qtr �'(, 1k�r •5'f. F�'t�'''fff3,r'.�. !hhp J (19) Location of haul roads. '' (20) Security control on temporary gates and relocated fencing. y., (21) Noise pollution. (22) Blasting regulation and control. '$ (23) Dust control. ' (24) Location of utilities. , . • tf�;� k} (25) Provision for temporary utilities and/or immediate repairs in the event of disruption. : < ,E d'St (26) Location of power and control lines for electronic/visual navigational aids. �w. (27) Additional security measures required if FAR Part 107, Airport Security, is involved. : s (28) Marking and lighting of closed airfield pavement areas. f r si + (29) Coordination of construction activities during the winter with airport snow removal plan. °t. (30) Phasing of work. t` • (3 1) Shutdown and/or protection of airport electronic/visual navigational aids. S jy r 4.. tiaa. �$ 4 t ±F k � t °y P # '}• .'ay F,. 'tv�,t , +q'S �.'+r 3L;rr.t.r�i $�h.f�,�}}sn,'., a',' t�'t r�r f iit`rign . t 1�yy , a i-1•�"}t�y�y t�t<f:r{�T z f3 k,t,k l i i n"j'21t:1',p•i�Y n.y;y�4�s�`'%�j.ti^t�t E:1`JPr�"z2 t k�l iY�4 llr�fr j Y y� fiL'4 rGF�,f�+r S c' ,. �M .s X i�+ 3Y, �'yrt:7x ,.�4�ip�Xr<t 1�t,2�x�•,,�Yj:1�.Yti�a1��'t .1 tom'{ � Ui .r,, ) kj btp p ,y+ Ii 3{ s 1} J i,.tn� M-�i�pN{ �y `� _r•vw° v f1r w" a + ^�.S yy�� 1�y r�t f, F a,.$;•',lt{� ..{j'+'i'fir .. rVr�r.1 wj.y{.ytti31, h1;.�ir�+x t:�•�),�{• ��j}C�}?$r f• ' � i •�y,Ff`ff i; .r. .D, f'fi1 N.�#;.�,c''%•,�j��R+{i i(�y+}�"{t`��'�tr T j 1?i wr1,�41`�:t �"E t.sIFh,. '1 {'r art "R�•44 SF •. fit -:fj u# ffi. + _$! �;ctii4'S i+„ s,. r6ti>', ,.{+lc i ,{ ,t h L x ri{ f r { z ,. N av �?,��'}8'a 4} f t�` n .. ). J p, ,.�iyF, ;'&y •"k?,M ��m'4 ty��t�4�"�S �.1J�,ar'J-.� >k,.'�'�!'ii :1 5 h + i$t r .a}I• , f y. . 1 .t � fv d S WSJ ,4 ��' .' I �. q+� R�F� 4i }'t-�� r i..i t 1s�bt•�r � r l :..; t;%ra'.' � r.. � r t ; ytTt;«� {.1. �.S,e a,„w{„ a; w±a{I •y��( ,y;c; 1„ R ,.. ` itir ° ��r' i Jx �� x•t ?p,'(.. 4tiL31.°r 44i t 7l�<i `Y llr4xA r S , 't� $ S �• +` r'tt 7 F,if !4 v'{ k. ,; �',)1�e7, tdi„' `�,r�.} �17�,(k�,• 4 'T . F �r.i: f 1 ,4. S r " � } tS �t„ tI:)S{�a� `i'w� v51s 7tJJ,,Swfi E:u r r{t.ti s :�t sZ r,t • t ti �r t X .i P' 1x t`i. 7:S 5 iFti d� f`o�BSCr .��+ ''Y w.,.-4,,,w1ho�Nn-NU.i,hvNfea,.I,u.«..I:..,,.,..u::..n wale.....:..i;:;....,,.s,.,...:,u.,.:.ca.t:t....,r.,xw.u,...iw..:rw:�tw.. t � L. N Y t.Y { AC 15-/5370-2C �,f''1;. it l 5/31/94 4 (32) Smoke. Steilnl, and vapor controls. tt .. {„ (33) Notify crash/fire/rescue personnel when working on water lines, (34) Provide traffic directorslwing walkers, etc., as needed to assure clearance in construction ill'Cilti. }' • ,11 N i 1 d. Guidelines frn Proximit oY f Construction Activity to Airport Operations Areas. The guidelines contained in Appendix 1 are for use in the preparation of plans and specifications when construction ;7 $ lt•t+ ; Jq 1 l activities are to he conducted in locations which may interfere with aircraft operations. They should #` be adapted to the needs of a particular project and should not be incorporated verbatim into project xlta: 't specifications. 7, EXAMPLES OF HAZARDOUS AND MARGINAL CONDITIONS, Analyses of past accidents and incidents have identified many contributory hazards and conditions, A representative list follows: a. Excavation adjacent to runways, taxiways, and aprons, �''' nth�•�fi'it�'.1, J IrAf `''.4r rg .WN' b. Mounds or stockpiles of earth, construction material, temporary structures, and other obstacles '� { ~- in proximity to airport operations areas and approach zones. c. Runway surfacing projects resulting in excessive lips greater than 1 inch (2.54 cm) for runways and 3 inches (7.62 cm) for edges between old and new surfaces at runway edges and ends. # ; d, Heavy equipment, stationary or mobile, operating or idle near airport operations areas or in t r safety areas. + rrp t 2 er Proximity of equipment or material which may degrade radiated signals or impair monitoring of r navigational aids. r f. Tall but relatively low visibility units such as cranes, drills, and the like in critical areas such as safety areas and approach zones. _ '- .• A v g, Improper or malfunctioning lights or unlighted airport hazards. h. Holes, obstacles, loose pavement, trash, and other debris on or near airport operations areas. } : i. Failure to maintain fencing during construction to deter human and animal intrusions into the itA#Plt�",� 4 U ' airport operation areas. t t ,ri,•J'i' Tr' i?Y'21 j. Open trenches alongside pavement. ` k. Improper marking or lighting of runways, taxiways, and displaced thresholds. ,. W, I. Attractions for birds such as trash, grass seeding, or ponded water on or near airports. .~,, Via, ij '` v iio .t,g j tt + li 4w,P E 5 it1: •...r.r7�"r;il£,• .,,,,;...� {., 1, �,rt• t , t;t; •.9;-Rr.'r^;.•�t^ii"." ;t.r,'•r'iti%;t%i';'fc;,, tsz�:?Ziv ;rr�:rvpw ,,t K f ,,,..vt .r;,t 4 t y r, r: •r t {p#� 1 ,5;z`1r1 t-i5.1z. .tt' s,.,, t.r w .r�.,p.. :�,', t.j r.� 3's�.},of,..;a.•aY, .[,1`!'-•,^�t�';;,;te�: j >3', ti^rs;4,',''+.u.�.4•f.Sm`i'• '�!r"f t�. �7 .�'Gt"+t •X1Fb $s�' `a a,;�: ,� � ,vLL1'�"i .,r .n}5��. :F +�,C�i%.,..Ik,'i'r��i�E.ef,�J ,.i j4.r,,�,-, y.,.irtjX,S Yf'r5{'i�� ..1.; ,'j�.�il,�t..v•iai. k'e1.x�M.��'!�?e'eGe i(„�. .r4' ,#..}�, J� "r;r �7;Y+� �1 P� +dn `}">�' •.,.3, ,,�,+.'�,',,:.. !y? 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J' .. s•;�' ,;� s}il' tit a sa ,E:;,�a i, z fr '� { r ttr', .x• f t w.�, s'$ �f b 'tt!"x• Itr! i .ti J ,' ,. I .1• t: a. .:'i t y }, F ?J ti '',c,a. .r., t r'tr..} r?� Fb#. p t ' i J- r C {*d j '+• i �, .. t�1'ry 5{T ti , � • ., { e.x l( r" ISY t. v .r„i ryf �.SFt i3 �li.. , t. 'sr y:1.tCt FLa.y .� 1i x 1) f:Yf �sr r4 kLVs G1 i i ,,• '� ;,f t �.c r J. t}rr S (Ya AC 150/5370-2C 5/31/84 s..rt•.l;tr�st.:.i m. Inadequate or improper methods of marking temporarily closed airport operations areas including improper and unsecured barricades. n• Obliterated markings on active operational areas. E NOTE: Safety area encroachments, improper ground vehicle operations, and unmarked or f�)i uncovered holes and trenches in the vicinity of aircraft operating surfaces are the three most recurring threats to safety during construction. ' 8, ASSURING OPERATIONAL SAFETY. The airport operator is responsible for establishing* and using procedures for the immediate notification of airport users and the FAA of any conditions adversely affecting operational safety at the airport. If construction operations require shutdown of a navigational aid frorn service for more than 24 hours or in excess of 4 hours daily on consecutive $"}d41p3. days, a 45-day minimum notice is desirable prior to the. facility shutdown. Notification of (( x f construction, rough pavement, weather-caused effects, bird hazards, and other conditions affecting the use of the airport is usually made by NOTAM issued by Flight Service Stations. FAA Air Traffic facilities and Airports district/field offices will assist in the notification process. Airmen or other persons engaged in aviation activities are encouraged to report safety related airport conditions to airport management, the FAA or through the use of the National Aeronautics and Space t� F };<{r ;,.; ;3::•`, Administration's Aviation Safety Reporting System. 9. VEHICLES ON AIRPORTS. Vehicular activity on airport movement areas should be kept to a l�r ,: .4,H},; ..=;,'f;:• minimum. Where vehicular traffic on airport operation areas cannot be avoided, it should be !;` "'h'>'...,:: ,erg ��r•1.,� carefully controlled. A basic guiding principle is that the aircraft always has the right-of-way. Some a, t °;ur 'q ri aspects of vehicle control and identification are discussed below. It should be recognized, however, c` %:>'' .,r; R�„::..:. '. that every airport presents different vehicle requirements and problems and therefore needs individualized solutions so that vehicle traffic does not endanger aircraft operations. a� .;? 12f rims��Kki a. Visibrlit Vehicles which routinel o crate oil airport operations areas should be marked/flagged for high daytime visibility and, if appropriate, lighted for nighttime operations. Vehicles which are riot marked and lighted should be escorted by one that is equipped with ��13�,t'�'yi��•�f�;y... Cs temporary markin; and lighting devices. (See AC 150/5210-5, Paintin g, Marking, and Lighting of «v'` ''g Vehicles Used on an Airport, current edition.) i? t '{' .;st f ;. .R. b. Identification. It is usually desirable to be able to identify visually specific vehicles from a distance. It is'.recommended that radio equipped vehicles which routinely operate on airport ii "£ „. operations areas be permanently marked with identifying characters on the sides and roof. (See AC IN 150/5210-5.) Vehicles needing intermittent identification could be marked with tape or with magnetically attached markers which are commercially available. Whenever possible, vehicles should be purchased with the recommended markings and lighting. f . c• Noticeability. Construction vehicles/equipment should have automatic signalling devices to ''3e}fir sound in alarm when moving in reverse. 4:jt'• y �.rMN `jV .tl•'+1Hrar4M�tIN�!}MYM/�S�bYrkM'M'Xy;'"M°�".`'n”'^^n• .rr. ••• es+rwMV.•�ws•^' f t.l , r� h 5A� �7 7 { J!'r��}"' �,,.s, ;;{fi� $ tis 7t.r.i{ t � s, fy.. ., L ..l• s yl. <}oy{r.�. H;1� j'91 t} s :e� �.�' tfLr yy.f�'}� e tF1 fy- t t .y '. y 1• r ..� �L}t < 1 t yt 1,� y :{Swi�f`F '+, �ai�a .�5t{L ofY '341 f.4f 4.ryl{ . '1. • L r., ,. i s { } ,,7f�'` `' 5 f :f� b'��'� r 3 7, t tJ i t f i i t •� f t r 9 1 7 a1 i t G,F lyi�h{7C?f "r` r,,,t`�tt r '( R'4"d,S�t �� ;i 4��/1 (.ri e •) Sc�� A..,fi',r`I t+' .c s•. ; r r F }• r .t1 r ,�`F'y��lt .C+� ry�"Ir.�7'; .�,>•2LfJ�'p��aY f<„ .»+,t. . !, ri.�'f, cr°wt?,c h,F 4<tr '� t`tdtt"Y,.�ii,'4yjy { y. ;rrt��, +U"4 >Pt�,a{.! .� s � � ,J. 'i r "'t .x, •i' i,s ,t,:: J 'b 7iY� �rS:iil�'i �b f � 't; qS{'�;•t�'k�Yf�j Iv4S�"„�1y'f;'.s:J'`iji�t':7= �`;''1t y E } . ' 'tf c.. _ r 'r,t. '� f1 ...t� 'Yitt+��1�5{1,;...}n'•f,'s '!YC° rl =.� V �.y:•�, 1' tf:i�trN1J. d.r' � h y ,. x; 4 .A ,_? c^JY`}rstiy5�}'lf}tt y��"�i�j��p`•v� f,, ik,A� /, I;t�,.�t�.ty,�i�^{t ..1lyl,:.,tH..ll� ., '•t., i} I '�l J.. l,,t.'.i '+, r y ,�5:.��y� J V��.' ��iJ i+ .s,„,r'';�:s��:�t;•�,".t7'�}Y�{i11 Y'C i� a: Yv}.54 +;� i i.. { �i i..,lni�,i., k}�A:':i'vSln�l'��?,`„�,r h t � t� t (' �4+lyt F�'S:,,z( y t/il, t.it :rt ! ' - , . - .. ,�,,,,.N,<r,.+,.taaea,a{vwn•.F+�rresu+nu++4'.•.r..w..x..«µ..,,.,.t.,,..u..: .e..e,.,,.......A,,...«.;c.,.«r,6.,.L.u,v.iF„w.r.,�wN''1ww.,r:1:'n;7wrw � � . r k 4 'C: :i AC 15-/5370-3C I 5/31/R t d. Move iient. The control of vehicular activity on airport operations areas is of the highest < importance, Airport management is responsible for developing procedures. procuring equipment, 1+W and providing training regarding vehicle operations to ensure aircraft safety during construction. This requires coordination with airport users and air traffic control. Consideration should be riven to the use of two-way radio, signal lights, traffic signs, flagman escorts, or other means suitable for the I particular airport. The selection of a frequency for two-way radio communications between ,r��"�•En��p�°y construction contractor vehicles and the air traffic control (ATC) tower must he coordinated with the 7 ATC tower chief. At nontower airports, two-way radio control between contractor vehicles and ;;j}�., t t fixed-base operators or other airport users should avoid frequencies used by aircraft. It should be IQ remembered that even with the most sophisticated procedures and equipment, s stematic training of vehicle operators is necessary to achieve safety. Special consideration should be given to trainin intermittent operators, such as construction workers, even if escort service is being provided. � 5;°; (tTi4 ;dr 10. INSPECTION. Frequent inspections should be made by the airport operator or a representative during critical phases of the work to ensure that the contractor is following the. prescribed safety '} procedures and that there is an effective litter control program. 4Yy 4t f t S��yAAi,rjj�„_i` 11. FAA SAFETY RESPONSIBILITIES. FAA Airports engineers and certification inspectors have specific responsibilities regarding operational safety on certificated airports before and during periods of construction activity. Their particular area of concern will be directed towards construction within safety areas, and they will be involved in the following functions: :1 a. Review of plans to determine limits of work and possible safety problem areas. t?��^�apx b. Give special attention to the development of the safety plan which is a part of the plans and a specifications. i•. c. Advise FAA elements such as regional Flight Standards, Air Traffic, and Airway Facilities of �;}<t,r,: the construction activities and the safety plan. 3 ' 3 U d. Ensure that users of the facilities have ample warning of the proposed construction so that they '<. ma make advanced plans to change their operations. '``;''"` " nd e. FAA Airports en ineers and certification ins pectors should participate in the predesi na �y rt: t reconstruction conferences if the project involves a complex safety plan. Also, they should �F ;, . ' participate in construction inspections and in the inspection of the finished work to determine that �4t � ,y Hj there are no safety violations to FAR Part 139. �/s v yi3 j1' CJ' ,rYfJv Leonard E. Mudd t tj Xif Director, Office of Airport Standards SNE, 1n 7 (and 8) :4' ,n',r arr u.. .;.,..w,,,�,^Ff,t,.t. t.3., ,ri•s" SYi:..i f '`•«'h' t,: .ft'1 r' 't ,,.� •is<d x4_p sv,t, sk :F y'•.`r.v}' •�?�%,.( ,t,3�.: � tl �i .<�, .� 1..y� i � '} 'k;,(A �f �a`��`,, e[}r,� � +`jr:,�.n� '<1 «�t. ,'`P'Yrrt �. rP lti tt�).. ;�:;.'rr{'.7�Yl,.rs,.tF;. '.:n ;;�r �,�', Y �' t'r}i 'S>,f,�.�e^. ;, t:,'.,.!. ,t.2.RG�27'✓�}`, i '� 4 t•T, .�(�.4 �'. .,.t. -,i.. „£.,;, t •r..S? t;r;i. f +, C .fr t y.+�nl)� .1t y,'1S� �?n. ryj3reYt+ rY�:if. 4.t ti.�.� ,t�,.'t 7.,, ,L�:r Jr s: _i•r}�! "i`�k-t>^vi',Jji.i'+,5+., Y.l l.r,> +;�1 y..� 1•t• ,,e.� •tit F' .r3 :f"�I.'{.`;':(1�t{�z C,x;ir s�' Y.i}4:t«1ti 1!• a', r7.•i C'.Cr�..,fii l:. 4; ,t5'.t. >. rr:ryr.{"•. '�t,'+;:('s'..i.==:t;»rtr; .,.�. ✓r.:kf>r^ v+ t ',,r;r.{t. >n.' k' .a$3'?•',1 r47,;. .,,1. 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(. ..,.. �.. .......,.....w.,..»Vra u.f.<unrriunxy.rr±'rr:+,.r5..'r:•a.rv,.•-uso.+.w.�•n.,.......,.:....,....,+...-.. ,...,a..,w». ..«y.. f rr `s;} ; :•�� fS=1.,c /'S S+tt i",�'t�a,,• �yk•`n��;'s+` ir..l .. ..___•_-r.., ...........t,._�.7_�._...c.......,..,vrc._.._..r....�..».,W:l.w.,�.:1.6�+w� �r;�Y,��, F.{�(�'.tr�?��.1��... 5/31/8.1 AC 15-/53'10-2C Appendix I APPENDIX 1. SPECIAL SAFETY REQUIREMENTS DURING CONSTRUCTION ' 'tt t. . 1. RUNWAY ENDS. Construction equipment normally should not penetrate the 20:1 approach surface. ! 2. RUNWAY EDGES. Js {f t t4 7'7t� Construction activities normally should not be permitted within 200 feet of the runway centerline, r'iX` t;S ; However, construction may be permitted within 200 feet of the runway centerline on a case-by-case , '4=J basis with approval of the airport operator, the FAA and the users. jf; k t" ,t t 3 f 3. 'TAXIWAYS AND APRONS. i Normally, construction activity setback lines should be located at a distance of 25 feet plus one-half i the wingspan of the largest predominant aircraft from the centerline of an active taxiway or apron. However, construction activity may be permitted u to the taxiway and aprons in use provided that the Y Y P P Y P 1 activity is first coordinated with the airport operator, the FAA and the users; NOTAMs are issued; marking and lighting provisions are implemented; and it is determined the height of equipment and g g g P P materials is safely below any part of the aircraft using the airport operations areas which might ' overhang those areas. An occasional passage of an aircraft with wingspan greater than 165 feet should j be dealt with on a case-by-case basis. 4. EXCAVATION AND TRENCHES. a. Runways. Excavations and open trenches may be permitted u to 200 feet from the centerline of an or P Y P P r active runway, provided they are adequately signed, lighted and marked. In addition, excavation and Pik ,` '';: •' ` open trenches may be permitted within 200 feet of the runway t =' ``�� centerline on a case-by-case basis, that .t''; rJrr'r�.+• r >a,vs��;tw„�rs..�., is, cable trenches, pavement tie-ins, etc., with the approval of the airport operator, the FAA and the � •° � _ "' users. b. Taxiways and Aprons. Excavation and open trenches may be permitted up to the edge of structural L" taxiway and apron pavements provided the dropoff is adequately signed, lighted and marked. 5. STOCKPILED MATERIAL. ,t Extensive stockpiled materials should not be permitted within the construction activity areas defined in the preceding four sections, `° 6. MAXIMUM EQUIPMENT HEIGHT, Notice of proposed construction shall be submitted to the appropriate a PP ro riate Airports district office for review ^.,'r ','�'ifFz;'�..,:�:.•. prior to the placement of construction equipment on airports. The guiding criteria involving FAR Part 139 certificated airports and grant agreement airports is that all construction plans and "��,�� .� specifications require direct coordination with the appropriate Airports district, field, or regional office. t' In addition, airports should file FAA Form 7460-1 when equipment is expected to penetrate any of the surfaces defined above in paragraphs 1, 2, quid 3. Airport operators are reminded that FAR Part 157 requires prior notice to construct, realign, alter, or activate any runway/landing area or associated ”} taxiway for any project which is non-Federally funded. ` 7. PROXIMITY OF CONSTRUCTION ACTIVITY TO NAVIGATIONAL AIDS. Construction } ' activity in the vicinity of navigational aids requires special consideration. The effect of the activity and r its permissible distance and direction from the aid must be evaluated in each instance. A coordinated evaluation by the airport operator and the !' AgvRR1�r _ A +r ;f8?r�lM9?E3a AIO?1�±7MK rPns'r}'w"n"!''.'"r":'1"''";"' p' ;,{�i;,l,�l ;rw`r'F.iat.jM.',+,t' nrPf(:sw r { r + TA t .,..-,r '� .tfjr t +:.�•9S11'' „ry ,'l,ri.;.v''.ltd�'{i."Snr, r7: 'y. �.6 ys''{;fu' ,hi,`r'y3 x ter'' '^+ f.. i S Vl,: r: rF `� c#. ,4(,�`ylG,.�`',�a!1;;,6:i',y+,,.r[,,t,�j„$.t �ir�s '.rr � t':: 9 ?{�.s 1ihni),.. ,1}1><sy,� it 4s..;,� S!}r ,'S,+�1'�+.'{({.e,ytit•1b.7,•rl'"1 f��'lil1+°< L}�'`•,t �a c '�! i{4.i�.•�i}.t ?i, s,{ tt, pp,+ iF t:s r/..,i ,rJ t -n t ,„ry ,;l i. ,s 4 it 1t, 5 ,,, .,, L �.!iNu'.tf ¢I'•!}},,Sr+'',wr t. .'!`i",,t ,rndf,11 . !�,. ;u�1 �}},,r ,rj�;�';.�;i?, f �,• af,;ss=;°�t� fF 1.t?. x � . �•'{ . t j I ; { � f#f `� .��7�1��' yj��,p�.Nr}a, , t'4:ta�yj�. ,{�,•,rlJ,{yrf.r{lt a...{.?..;+'r_i111;13. � r..,� ,. ! ,•c .t r 1,,y j. i .4, 4�.+, ,, .;lr ,.k 7 �r+'t��d I.ttf:G�rf irs�(,�^�lS.,,;t1, .�rls�,�iir� d. �"q .i Y.•!ar a!�e JG�' .S}'ri..`ii+ ..x j� r L t .a z r,,r�:$tt t .i� 2' r t ., .1 td 1`,, . �, i.Jt I� ;t,l 1�..#!•;'t�.e� J f.r�:{ � :r, '�+'1•. �', ,;ter`r �r :'t , }..t {t.{R`J I , ,r1 r r, f 7 i t e5 f ,l 'i�,f K r f N,. }ha it!j' ?}, tiJ,v,v Y,Xr^3�{•,:}��[k. .y.tt ,r ;tX.; 'j v f. FF s( iri(; r i � t t r. i t �}�:'f��;�'''' �} ! 1 }L t�'s�r,�� t E i1.I,:'rYA a}fi� �k! ' FS .t + t,.i .+ •�. r `�j i[. �st e+ j�[ r1 r �,.3�, t .��e �t ar 142'r�4�ggxPf�t�{$t�•1,�r Yr�'1. wn��rl� '{,� r W1. 4 r' i. +7s fi I" {r�u •r,:•a 4r 2,,;kr'i`y',3t ,,,ff�+§`t';';'T ,.C,t a1 1 }.,.:..i.s .t c 1 , `:✓: 4 .t. .,f':.S Ttt`�4t.zr")s''xn't' rip d,1. i, + ♦+.�l;r;f t:$rt �,�t 9:E�! + , - .. y 'a ;+ rg 1 }s d i2y ,ur�d':.h�4r?;,'�. , ri ��•r1'FR�f t�}nr, r�r) � + i ).. 'ti „�45 ..�, 't,y��.�r�',r);t• " �)'�' '`�r rt!'r' �"�� J��'li i tts��1^'�S 1 ..i,i t f r`' t' ..r i � f' ''�',} )s j :r r'U.)ti ru .,�;`i�:t' �,•;' 'dA ` + .�+r{..u:...r:h.issYF livwrJ,rr,w�Y..u..aw..u.,:.e...ti.«..,o-.ti,........... ..,.....r.+w....l,�,..,...•.....,..a.A.s...r+.,n,.+ a+w+!!'va':ww,wr�r„x ...uw ..+.r...r`w+...wr,N r..*r,.,«.,...wri+.we .u.,Jt.ai..,a.0 .....r.nwa.+heave.wnu-r;.S,w.,6.r.bi.+ril�ne.MY.'rbV.sMw 9hw.fiii'i:LA'�ktiit.�btl!i. ��jC(I��",�kryt�{E AC 150/5370-2C 5/31/94 Appendix I /., FAA is necessary. Technical involvement by FAA regional Airports, Air Traffic, Flight Standards, and Airway Facilities Specialists is needed as well as construction engineering and man wemcnt input. Particular attention needs to be given to stockpiling materials as well as to the movement and parking of equipment which may interfere with line-of-sight from the tower or interfere with i electronic emissions. (see AC 150/5300-2D, Airport Design Standards - Site Requirements for Terminal Navigational Facilities, current edition, for critical areas of NAVAIDS.) ir 't„ fitz 8. CONSTRUCTION VEHICt,E 'I RAFFIC. With respect to vehicular traffic., aircraft safety during construction is likely to be endangered b four principle causes: increased traffic volume, nonstandard traffic patterns, vehicles without radio :'tr� x: communication and marking, and operators untrained in the airport's procedures. Because each • : 1 construction situation differs, airport management must develop and coordinate a construction vehicle traffic plan with airport users, air traffic control and the appropriate construction engineers :'{ J and contractors. This plan, when signed by all participants becomes a part of the contract. The wi airport operator is responsible for coordinating and enforcing the plan. a`5`tYs=-!'`:•` VI 9. LIMITATION ON CONSTRUCTION. f i,•i�'r2'�v'c i,J io; i a. Open flame welding or torch cutting= operations should be prohibited unless adequate fire and safety precautions are provided and have been approved by the airport operator, All vehicles are to be parked and serviced behind the construction restriction line and/or in an area designated by the ",•tx1;:± �T„3Y {: . airport operator. = - � ` �3` `':"' ;i' ll+'SMr b. Open trenches, excavations, and stockpiled material at the construction site should be z . prominently marked with orange flags and lighted with flashing yellow light units (acceptable to the i airport operator and the FAA) during hours of restricted visibility and/or darkness. Under no circumstances are flare pots to be near aircraft turning areas. c. Stockpiled material should be constrained in a manner to prevent movement result of aircraft blast or wind. Material should not be stored near aircraft turning areas or movement areas. 10. MARKING AND LIGHTING OF CLOSED OR HAZARDOUS AREAS ON AIRPORTS. The construction specifications should include a provision requiring the contractor to have a man on call 24 hours per day for emergency maintenance of airport hazard lighting and barricades. a. Permanently Closed Runways and Taxiways. For runways and taxiways which have been 1+h) < , r �'uAo; i permanently closed, the lighting circuits should be disconnected. With runways, the threshold i,k�• ,r:Mf��, :rry�: •� �:. markings, runway designation marking, and touchdown zone markings should be obliterated and x4� � Y b is �� crosses should be placed at each end at 1,000 foot (300 m) intervals. With taxiways, a cross is� rtJ"'`'''' placed at each entrance of the closed taxiway. x b. Temporarily Closed Runways and Taxiways. Temporarily closed runways are treated in the same manner as in paragraph 10a except runway markings are not obliterated. Rather-, crosses are usually of the temporary type (constructed of `fi,^.,"'a" ..,�;T...rar-r9:'4°„LYE �,7•r -'r ."r-_ w _ _ V ti Y.�';K✓: �� (.{{• t,:i `T '"".wwM*Ar?aultimt�!�!�” "''..""f'"" ,r.t is ,:r i'�i"*""�';7=,"r,^"r..; !.�f. z '� r>` 4' .x�J', ,r,Y,,,s1y,.Nt , �y� :•'i; � . • ,P, ! )w 1'! 'L.t,;.r�l, ,ytkCs,+:' �r8. =t :t ,�l?rn '>•+,t. r' � .s Sv l F'' r3,�rr�E✓[ f.. .r, ,r .{ r� rtr.V�:' ,r'k., '},, j., .ia� .ir `rr.. r`r. .:ss,. 'rt;, .t�•�..,.�. r,st r�k 4.t,'.,5 ,.�� ::y •i >* t ,,�n+,i, <'. `•+t:� a..t.�?r:y4...,� >f t,. �.,;±. ,�<'r�F'.I•, ,v+t. `.:tc ,'7`. `` ,{.`� r iii 6` ,vY,.{. ;r 1c �<�:. n,. .:r'}� 1� .^ir. ✓''� ., ,} v,�«+.ha. 1 kkGGdl-y� t:., .��'r�.G.:.,11At,`„'`ry'i•� r.9'l i!•...I 1 ��7} 4.:' .4' y'ti tl �.f _`J..,Y��.ar;�`. �t�': �/ , R' � Y, r,i„V,.''S'.�.;4.7,,..r,�'7, t aie.r•:,r., � ...i J' t'” •.,� �t{�...,4`r�:r'Y:�irc. r; '�tcf ��a. �.1�,. ,.r�,g. a I.,.z.� ,r u,l'c�, t'< � ',: r,' ,z.: ,,Yr', `sx „f'r'7:i,i��=•_,ar..'r.,.,�. ,,y a3(�.,�.�'N, 5` <�r y��1; ;', "'� s �ti'r S.,„ ''fit .t r t.,, vk„`.�/):% 6„ � 5. ,rr,' i, :�r�` ” S 'a"t `'+ �i+.• Y'..V i�,,�.,r�,q :,��p t ,.,� J� ,rC' ,, i. r t F .,�.1:1".+ .t.` r w. , , t. .13 i a .f, t ,'. t '�',,P f ,!'rl•,'r'tY�`9- If yr`a} 1' i.. f �# t '.a 1 r:f f .-1 t, .cv'.. I s �rr' ,i��r ,y� ✓ i'r 1i4 A.. • td i § ,y'' „ ;fit }• 114:'!1;,,AF„ul is Yr j 91 >5 i i r � _,, t �, 'y { ..a i...t.�t%s a� Ij, .. `�',id f2 t<�"'ii•`. .�:? '�,i.n,.tr} 5 r r � .1s•S, .r 1. :xT.?ut�':�,�?i:ri"L�1St�>:�(f,e�} pt Pv r,',�4 Mfr r,Ar :{,A ?;,r,�:y. }"a,.d* "'.'j, 4a'F� S `i• r ��';:f9, 3. .d. �• i�j�)+�'.,`Yt' ,t��,' ila S•y,,s� '(�'..�M xS;r,�I"viYa'n�P:•{:i.z,a,t�>w,"r�'u�,l7i",i'h..�"K iT,;�,t B,I:fh1`'�'lri.ir!'."�:s..,s.e,.t)r�,{iA.T,�l,,,r fa�;,..1r1,1..1 4,J.;.t, �,....i':.•,;..,...+w. '1:,3.t..w.«r,..n«....+.a......, ,r ,,,,r...a.....,....r. ..„,.,�..•. . ,,.,.,,.,,. .........._,,«,.,,,+,•„,w.rrJ H)iwa,w>.x.`sww.�.Mewt•,r.:.,�J'w n.rwa'!a..,:...,.,:+sw.a.jµ,�.+..\..tr.'..1:,,.».:.{":)„zr 1'..Y:{.I�.'j w+1...I:,e:„'SL'.r A.1"+t"9yk»'��^.zi;licr�!�I.t'?{.rs'4•.iA+ir�.+�irNFawnieI J Q #11,)� AtI �. kkk ,•'i'rc''t,r, ,i'.. 5131184 AC 15-/5370-2C material such as fabric or plywood), and they are required only at runway ends. The crosses should a rrr•(s�� -G atitF �aSGazf...'< be located on top of the runway numerals. For temporary marking. the dimensions of the crosses , , ., • tnay be reduced to permit use of standard sheets of by K foot (I. by 44 m) plywood, lti ji,,rrtj=•v 6:rt Temporarily closed taxiways are usually treated as an unusable area as explained in paragraph 10d. "` c. Closed Airports. When all runways are closed temporarily, the runways are ►narked as in 'T '.� a` ” paragraph IOb, and the airport beacon is turned off. When all runways are closed permanently, the runways are marked as in paragraph 10a, the airport beacon is disconnected, and a cross is placed in , r..; .. the segmented circle or at central location if no segmented circle exists. t; u d. Hazardous Areas. Hazardous areas, in which no part of an aircraft may enter, are indicated by � + 3 use of barricades with alternate orange and white markings. The barricades are supplemented with orange flags at least 20 by 20 inches (50 by 50 cm) square and made and installed so that they are 7) always in the extended position and properly oriented. Por nighttime use the barricades are i9 y b , `P'tiF• .6 .`'Rey. x' `I supplemented with flashing yellow lights. The intensity of the lights and spacing for barricades, flags, and lights must be such to delineate adequately the hazardous area. e. Notices to Airmen (NOTAMs). The airport operator should provide information on closed or VMA r,;titcrtry ,¢x ;...'1 hazardous conditons to the local air traffic control facility (control tower, approach control, center,flight service station) so that a NOTAM can be issued. ' r •"ul''.I '�}}t^+ i�23•�:,h.,r�<�'Vi''r}JN"•.. 1, f. Stabilized Areas. Holding bays, aprons, and taxiways are sometimes provided with shoulder ; �'rc�•L�Z•:f tek.'J.t stabilization to prevent blast and water erosion. This stabilization may have the appearance of a full X• 4 f'tt�r".kx. strength s.,.:.i stren th pavement but is not intended for aircraft use. Usually the taxiway edge marking will define <•, ;` '`:.:', this area, but conditions may exist such as stabilized islands or taxiway curves where confusion may exist as to which side of the edge stripe is the full strength pavement. Where such a condition exists, the stabilized area should be marked with 3 foot (1 m) stripes perpendicular to the edge stripes. On straight sections, the marks should be placed at a maximum of 100 foot (30 m) spacing. On curves, t r- J the marks should be placed a maximum of 50 feet (15 in) apart between the curve tangents. The ,'. stripes should be extended to 5 feet (1.5 m) from the edge of stabilized area or to 25 feet (7.5 m) in length, whichever is less. g. Runway Shoulder Marking. Usually the runway side stripes will indicate the edges of the full w�=. kkr`':"r;i strength pavement. However, conditions may exist, such as exceptionally wide runways, where there. ta•x? ' '�t'4" '' . is a need to indicate the area not intended for use by aircraft. In such cases, chevrons should be used. JG `f 11. TEMPORARY RUNWAY THRESHOLD DISPLACEMENTS. Ott: ;,��, I'� ,.t.� •�''+�:,.. `? Identification of temporary runway threshold displacements should be located outboard of the runway surface. These could include outboard lights, Runway End Identification Lights (REILS) and markings. The extent of the marking and lighting should be directly related to the duration of F� t• �t��,,' , the displacement as well as the type and level of aircraft activity. }.�ikY' � 1 •1��}S�� 3 (and 4) t i cr;rrrs:fly,i; 'S1s11<'nc'r;;;^'7';F A !v'""!:Ti,e•"�"�.'r'�}}le.'`� t' ";i"',�+: T ,r"'Yr'G."L-�y}i;'i�;t4•$'�/ii t>.�grr' ;7{i'x "ate e,i � 'P;)'Yi ..k. .1' ,t, V: t', t <,( ,t,,,,. 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" 5, f�lr�!a„wt tr{„]jt.:.y"{ ,y5,.t ,,,t 1 :'Sh::i's:%,`i.t°ly,�?,i,�,t', .ar7,Std;er� t�at,`r..r.�+�r( ,ti.��Z�i kr�i'.) r,?> 7yj.�.}e'tf,,,-t r•..R�;p1,.t 7�� ''' ) S !i� � � �'f�i k � �{tx $f(�i l"'.Zjt'�F((4^,�.t3 ..,t.(4 Y. z' f.\d i,::t�F? ; /t�.1.Cf,5 �'y :f:: .f`-'I,t/jA.s.i�f iw�:'.t,,, l+.l'f}�rll,'• v:i3 7l'�'F ': +}�'•'ft6 r''"lr�.•.: �� T t� tr :TM� � 5E's �4 r f.t. r? `:• i. i f; +,•vt:';'i iy 'r , y,✓ � i "✓ i � M' p:�3,t at.:J # ',' i'��,t.. ii '�' ..^',,,��C .1gtr{� 7t'>.x t f ;•'t ..e�,7�., # y f n } i Yr ;( h rr i J t 1r , n r 2 S r �,i�` +"U, V' a WY 30 '01 16:04 FROU:6WR Corporation KCW 8163630027 T-208 P '06 F-320 4; ;`,\,'t • Vii" t�`}J! JEFFERSON CI'T'Y MEMORIAL AIRPORT JEFFERSON CITY,MISSOURI ,�' t i[ 2 iK N OJECT NO.016-4082 � A.I.R.AIIt 3 ADDENDUM NO. I � `p_ ^y May 30,2001 f �A�ICNO'yNLEDGEMENT OF RECEIPT OF ADDENDUM NO. I 41F undersigned hereby declares that he/she has received Addendum No. ! dated May 30 2001 for the x Person City Memorial Airport, A.I.R. Project No. 0164082. The undersigned will incorporate this vet cii�aridurti with his/her proposal to be received by 1:30 p.m. prevailing time, on Tuesday. June 5, 2001 by OfGca vf the d"urohnsing Agent,City Hall,320 Bast McCarty street,Jefferson City,Missouri 63201. t r`.f^j (n Name ofCompany cart;eo(i 5 rnc�iva�►N� Cu.� rvte l , . By '•�}y�� fry '+'S�q��4�L'x fit' Title e- ��7i� ''t 'j•nr I,SR,'i o. � y (yylVfi,l 4 JI r .r4♦ M1T 1�K 1�r , ., • rr�ft'• ' jfa }`N r thy« d a k 7r,�C t5, ��{t�,"v, ��'"�r.l�S''yi~';f •.�;, � . Z`ttit: ,#. r„��J�y'",it„ .i� ,,,�i,�: T'�` ..'�'; ,f 2 'F ,.,.•^F,.f,r>�Sr f f F4. ff..t•.!fr t y t,C:rS }�.! f;cr,;,Ir.' a, :d�' ,f.i.{-t�x. .i.° yT.kl,G.' ,•.}. (:..1, 9S/:i±`• ,tt�,•rt.l '.5:'� tjF7a�; �etlf .�:,� rid ST'. �`ri :f 9 l {r :.f•`�.'�! r ., .dl. �'.,�.- r' r tr i kxc ,tr n,� '�, �' s I% ;�1•s ,,>t. ,is ,. c '�-�'::.��?.•,y,,''' { ., 1 ,��ey.`;'t 'S� y• � f >r� + !, , r < u,. i ,� �7 t r x�e '+ �, ..� 7 r �ar +�t�r <•1�,�„~t.N `�� :r �'. i.s�t ,.,�#� �t.�•�sl�+x .h4.,y r'S f iii'}, +*• ' ,¢+ {Jr•' r;L.+i $ � aL. tt? '�d t.. ��t A''Yt�'�p`�a+ r�t g� c.�yy?� �5,�'.%Lt} t`r{ �j + r t ,t,��C �'} i'Y y'�#�t�:�'�♦�'b5t t'�:rk5t� 'X �'s�t A*;�. t`�r ��;t�� tirt�€�r,a .rr 1 � 3.r f £,j'JrL 4 t .k,t i7 { � s � ��r tit'Y YC`4 !� ,� +�t�tt.,��+�#ir�k Y �h. ✓`n� :"` A t: \ Y ;i�.,,,?�''i.•:a�, r4'?�iU;3}rr�ina3yY,�Si'i:�.;+%2lrttF 5'� f y' � 3�,f .r� ' �I;'�� °� rd a;r`c�{',an4."k'� `�t;� .�` ,# '� f � '�; ' + v e�d� t�'°x}t .v'Ii.>c7�t�,c,l;,.,,4��n'l14 ai..t�'t(I,� t�4 ."f'�. S a' ,,5 t .a. a .!.. ,�'°�, ;l i '�. �'•, p�?7 ;.. 7: � .•#�, 5;4':S'�,'r s}9`�t,Y;ay1 r:>r•y')}rl ,•,�}..;�,.a�•'s•! , `+a��} y i .i1,r` , k' tttirk t.��}:t:.v,K4`�,s �}��'��dt;k�,•yrYk �'„r`L°��'1L, t � ,,ys }� � � :, � 1. c < 0s)'t'`�iFr �t`..�.. .,{S;2 ats�Y=)',�.�.M'�rti h 1'1 r.! ! �. „ r 1� t t' s w r V'4 C ��X?�i!1 A�'t! Y,� 3K F ?'e�c��•�{ .t; L M1 �` '. . MAY 30 '01 15:49 FROM:BWR Corporation KCMG 91636300Zi Y°201 P 01/06 F-320 ,{ 17, >r: FRE, JEFFERSON CITY MEMORIAL AIRPORT JEFFERSON CITY,MISSOURI . A.I.R.PROJECT NO.016-4092 -� ADDENDVM NO. 1 May 30,2001 5}4s TO ALL PROSPECTIVE BIDDERS: ri!rt3 A. You are hereby notified of the following amendments to the Project Plants and Contract Documents/Specifications for the subject project: Th© ay item"Class A Excavation 2000 C.Y."is c Y hanged to Clans A Excavation 1 L.3. P Note this change on e s h M 15 the summary of quantities in the Project Plans and in the O- 2 t 11 '; � Specifications pay item. :f" �a Replace Bid Form Page BF-2 with the attached revised Page BF-2 by stapling over the old ni page. ; Yea . B. Upon receipt of this addendum,you are requested to sign and return the acknowledgement v, f, form enclosed herewith by facsimile to; �,; •. tk Bucher,Willis &Ratliff Corporation Attention: Pat Hanson 7920 Ward Parkway,Suite 100 `t Kansas City, Missouri 64114 ! xy 'f?sn T 1F Fax No. (816)363-0027 ? :-AP f 771 1!111T t: i .. N ( y� rra �$fi.b°t� E�bf• 1j4��f ��i aj¢lP 494'a.�t ft'{j,; '•�, t r + } +.. y i,rid,V R.r <•4 A',, ,1 In'7 t� � J+lr`,:,?. '41id, 4. n •!�{7 "i FA .€A ...;,v.�, ^;,axis ,•�,e;.,q,,y3�.i.?;,t E�+:. � 7"s. t�{�14 ,.$)p .�aa�i jq,a �qt �{,7 Sss{ r�.r..�,`rx s.� �,rS� ).3 7.1 ,. 4� t � t r {�yq,�. :�,. !� r d t«�.• ) r1't " 'N'I M in wi �AYIWWPI jnqz"�Ii 1, 'it V.U1, i po- ;I 1A ArIS1 3"". 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