HomeMy Public PortalAbout2015 Downtown Plainfield Concrete Program_FinalRETURN WITH BID
Printed 2/11/2015 Page 1 of 7 BLR 12200 (01/08/14)
Local Public Agency
Formal Contract Proposal
PROPOSAL SUBMITTED BY
Contractor’s Name
Street P.O. Box
City State Zip Code
STATE OF ILLINOIS
COUNTY OF Will
Village of Plainfield
(Name of City, Village, Town or Road District)
FOR THE IMPROVEMENT OF
STREET NAME OR ROUTE NO.2015 Downtown Plainfield Concrete Program
SECTION NO.N/A
TYPES OF FUNDS Tax Increment Financing (TIF)
SPECIFICATIONS (required) PLANS (required)
Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are
processed.
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Printed 2/11/2015 Page 2 of 7 BLR 12200 (01/08/14)
NOTICE TO BIDDERS
County Will
Local Public Agency Village of Plainfield
Section Number N/A
Route 2015 Downtown Plainfield Concrete
Program
Sealed proposals for the improvement described below will be received at the office of the Village Clerk of Plainfield,
24401 W. Lockport Street, Plainfield, Illinois 60544 until 10:00 AM on February 25, 2015
Address Time Date
Sealed proposals will be opened and read publicly at the office of the Village Clerk of Plainfield
24401 W. Lockport Street, Plainfield, Illinois 60544 at 10:00 AM on February 25, 2015
Address Time Date
DESCRIPTION OF WORK
Name 2015 Downtown Plainfield Concrete Program Length:0.00 feet ( 0.00 miles)
Location Various. See schedule of quantities.
Proposed Improvement Sidewalk Removal, PCC Colored Sidewalk, 5 Inch (Special), Driveway Pavement Removal, PCC
Colored Driveway Pavement, 6 Inch (Special), Combination Concrete Curb and Gutter Removal and Replacement, Concrete Curb Type B
Removal and Replacement, and other miscellaneous items of work.
1. Plans and proposal forms will be available in the office of Public Works Department, 14400 S. Coil Plus Drive,
Plainfield, Illinois 60544
Address
2. Prequalification
If checked, the 2 low bidders must file within 24 hours after the letting an “Affidavit of Availability” (Form BC 57), in
duplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County,
Municipal and private work. One original shall be filed with the Awarding Authority and one original with the IDOT District
Office.
3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS
Special Provision for Bidding Requirements and Conditions for Contract Proposals.
4. The following BLR Forms shall be returned by the bidder to the Awarding Authority:
a. BLR 12200: Local Public Agency Formal Contract Proposal
b. BLR 12200a Schedule of Prices
c. BLR 12230: Proposal Bid Bond (if applicable)
d. BLR 12325: Apprenticeship or Training Program Certification (do not use for federally funded projects)
e. BLR 12326: Affidavit of Illinois Business Office
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Printed 2/11/2015 Page 3 of 7 BLR 12200 (01/08/14)
5. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to
the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished
according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased,
decreased or omitted as hereinafter provided.
6. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all
requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from
failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any
costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder.
7. The bidder shall take no advantage of any error or omission in the proposal and advertised contract.
8. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished
by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents.
When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly
indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address
and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at
the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder
unopened.
9. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before
the time for opening proposals.
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Printed 2/11/2015 Page 4 of 7 BLR 12200 (01/08/14)
PROPOSAL
County Will
Local Public Agency Village of Plainfield
Section Number N/A
Route 2015 Downtown Plainfield Concrete
Program
1. Proposal of
for the improvement of the above section by the construction of 2015 Downtown Plainfield Concrete Program
a total distance of 0.00 feet, of which a distance of 0.00 feet, ( 0.000 miles) are to be improved.
2. The plans for the proposed work are those prepared by Village of Plainfield
and approved by the Department of Transportation on N/A
3. The specifications referred to herein are those prepared by the Department of Transportation and designated as “Standard Specifications for Road and Bridge Construction” and the “Supplemental Specifications and Recurring Special Provisions” thereto, adopted and in effect on the date of invitation for bids.
4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the “Check Sheet for Recurring Special Provisions” contained in this proposal.
5. The undersigned agrees to complete the work within working days or by 5/22/2015
unless additional time is granted in accordance with the specifications.
6. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and
Conditions for Contract Proposals, will be required. Bid Bonds will be allowed as a proposal guaranty. Accompanying this
proposal is either a bid bond if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the
specifications, made payable to:
The Village Treasurer of Plainfield
The amount of the check is 5% of bid amount ( ).
7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, it will be found in the proposal for: Section Number N/A .
8. The successful bidder at the time of execution of the contract will be required to deposit a contract bond for the full
amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this
proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed
that the Bid Bond or check shall be forfeited to the Awarding Authority.
9. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the
product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will
be divided by the quantity in order to establish a unit price.
10. A bid will be declared unacceptable if neither a unit price nor a total price is shown.
11. The undersigned submits herewith the schedule of prices on BLR 12200a covering the work to be performed under this
contract.
12. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on
BLR 12200a, the work shall be in accordance with the requirements of each individual proposal for the multiple bid
specified in the Schedule for Multiple Bids below.
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County
Local Public Agency
Section
Route
Total
Item
No.Items Unit Quantity Total
1 SIDEWALK REMOVAL SQ FT 2,580
2 DRIVEWAY PAVEMENT SQ FT 2,250
REMOVAL
3 PORTLAND CEMENT SQ FT 2,580
CONCRETE COLORED
SIDEWALK, 5 IN (SPECIAL)
4 PORTLAND CEMENT SQ FT 2,250
CONCRETE COLORED
DRIVEWAY PAVEMENT,
6 IN (SPECIAL)
5 COMBINATION CONCRETE FOOT 103
CURB AND GUTTER REMOVAL
AND REPLACEMENT
6 CONCRETE CURB TYPE B FOOT 203
REMOVAL AND
REPLACEMENT
7 PRECONSTRUCTION VIDEO L SUM 1
RECORDING
Bidder's Proposal for making Entire Improvements =
Schedule for Single Bid
(For complete information covering these items, see plans and specifications)
N/A
Village of Plainfield
Schedule for Multiple Bids
Sections Included in Combinations
Unit Price
Combination Letter
SCHEDULE OF PRICES
2015 Downtown Plainfield Concrete
Program
Will
Printed 2/11/2015 Page 5-1 BLR 12200a (01/08/14)
RETURN WITH BID
Item
No.Items Unit Quantity Total
Bidder's Proposal for making Entire Improvements =
Unit Price
8 CONTINGENCY ALLOWANCE L SUM 1
Printed 2/11/2015 Page 5-2 BLR 12200a (01/08/14)
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Printed 2/11/2015 Page 6 of 7 BLR 12200 (01/08/14)
CONTRACTOR CERTIFICATIONS
County Will
Local Public Agency Village of Plainfield
Section Number N/A
Route 2015 Downtown Plainfield Concrete
Program
The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should
the Department enter into the contract with the bidder.
1. Debt Deliquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of
any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with
the procedures established by the appropriate revenue Act, its liability for the tax or the amount of tax. Making a false
statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the
contract in a civil action.
2. Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from
contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4.
A violation of Section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3
felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States
which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting
with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local
government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so
convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates
to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither
authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the
corporation.
A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2
felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States
which contains the same elements as this offense shall be permanently barred from contracting with any unit of State or
local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a
conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer
employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental
entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized,
requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation.
3. Bribery. The bidder or contractor or subcontractor, respectively, certifies that it has not been convicted of bribery or
attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an
admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed
bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the
firm.
4. Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently
under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative Code.
Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work
may be cancelled.
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Printed 2/11/2015 Page 7 of 7 BLR 12200 (01/08/14)
SIGNATURES
County Will
Local Public Agency Village of Plainfield
Section Number N/A
Route 2015 Downtown Plainfield Concrete
Program
(If an individual)
Signature of Bidder
Business Address
(If a partnership)
F i r m N a m e
Signed By
Business Address
Inset Names and Addressed of All Partners
(If a corporation)
Corporate Name
Signed By
President
Business Address
President
Insert Names of Officers Secretary
Treasurer
Attest:
Secretary
Page 1 of 1 BLR 12230 (Rev. 7/05
Printed on 12/30/2014 9:27:04 AM
Local Agency Proposal Bid Bond
RETURN WITH BID
Route
County
Local Agency
Section
2015 Downtown Plainfield Concrete
Program
Will
Village of Plainfield
N/APAPER BID BOND
WE as PRINCIPAL,
and as SURETY,
are held jointly, severally and firmly bound unto the above Local Agency (hereafter referred to as “LA”) in the penal sum of 5% of the total bid price, or for
the amount specified in the proposal documents in effect on the date of invitation for bids whichever is the lesser sum. We bind ourselves, our heirs,
executors, administrators, successors, and assigns, jointly pay to the LA this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written proposal to the LA acting
through its awarding authority for the construction of the work designated as the above section.
THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LA for the above designated section and the PRINCIPAL
shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful performance of the work, and furnish evidence
of the required insurance coverage, all as provided in the “Standard Specifications for Road and Bridge Construction” and applicable Supplemental
Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect.
IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the
preceding paragraph, then the LA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together
with all court costs, all attorney fees, and any other expense of recovery.
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their
respective officers this day of
Principal
(Company Name) (Company Name)
By: By:
(Signature and Title) (Signature and Title) (If PRINCIPLE is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.)
Surety
B y :
(Name of Surety) (Signature of Attorney-in-Fact)
STATE OF ILLINOIS,
COUNTY OF
I, , a Notary Public in and for said county,
do hereby certify that
( Insert names of individuals signing on behalf of PRINCIPAL & SURETY)
who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and
SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and
voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of
My commission expires
(Notary Public)
ELECTRONIC BID BOND
Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed)
The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing
an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and
the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint
venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each
contractor in the venture.)
Electronic Bid Bond ID Code (Company/Bidder Name)
(Signature and Title) Date
Printed 12/30/2014 Page 1 of 2 BLR 12325 (Rev. 4/07)
Apprenticeship or Training
Program Certification
Return with Bid Route
2015 Downtown Plainfield Concrete
Program
County Will
Local Agency Village of Plainfield
Section N/A
All contractors are required to complete the following certification:
For this contract proposal or for all groups in this deliver and install proposal.
For the following deliver and install groups in this material proposal:
Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code,
requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to
approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal
requires all bidders and all bidders’ subcontractors to disclose participation in apprenticeship or training programs that are
(1) approved by and registered with the United States Department of Labor’s Bureau of Apprenticeship and Training, and
(2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the
following certification:
I. Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an
individual or as part of a group program, in an approved apprenticeship or training program applicable to each
type of work or craft that the bidder will perform with its own employees.
II. The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors
submitted for approval either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship
or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish
participation in an approved apprenticeship or training program applicable to the work of the subcontract.
III. The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program
sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a
participant and that will be performed with the bidder’s employees. Types of work or craft that will be
subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or
craft job category for which there is no applicable apprenticeship or training program available.
Printed 12/30/2014 Page 2 of 2 BLR 12325 (Rev. 4/07)
IV. Except for any work identified above, any bidder or subcontractor that shall perform all or part of the work of the
contract or deliver and install proposal solely by individual owners, partners or members and not by employees to
whom the payment of prevailing rates of wages would be required, check the following box, and identify the
owner/operator workforce and positions of ownership.
The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this
certification provision to be included in all approved subcontracts. The bidder is responsible for making a complete report
and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and
listed. The Department at any time before or after award may require the production of a copy of each applicable
Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor
and any or all of its subcontractors. In order to fulfill the participation requirement, it shall not be necessary that any
applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment
during the performance of the work of this contract or deliver and install proposal.
Bidder: By:
(Signature)
Address: Title:
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Printed 12/30/2014 BLR 12326 (01/08/14)
Affidavit of Illinois Business Office
County Will
Local Public Agency Village of Plainfield
Section Number N/A
Route 2015 Downtown Plainfield
Concrete Program
State of )
) ss.
County of )
I , o f , ,
(Name of Affiant) (City of Affiant) (State of Affiant
being first duly sworn upon oath, states as follows:
1. That I am the of .
officer or position bidder
2. That I have personal knowledge of the facts herein stated.
3. That, if selected under this proposal, , will maintain a
(bidder)
business office in the State of Illinois which will be located in County, Illinois.
4. That this business office will serve as the primary place of employment for any persons employed in the
construction contemplated by this proposal.
5. That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois
Procurement Code.
(Signature)
(Print Name of Affiant)
This instrument was acknowledged before me on day of , .
(SEAL)
(Signature of Notary Public)
Printed 12/30/2014 Page 1 of 2 BC 57 (Rev. 08/17/10)
Affidavit of Availability
For the Letting of 2015
Downton Plainfield
Concrete Program
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE.
1 2 3 4 Awards Pending
Contract Number
Contract With
Estimated Completion Date
Total Contract Price Accumulated
Totals
Uncompleted Dollar Value if Firm is the Prime Contractor
Uncompleted Dollar Value if Firm is the Subcontractor
Total Value of All Work
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your company. If no work is contracted, show NONE.
Accumulated Totals
Earthwork
Portland Cement Concrete Paving
HMA Plant Mix
HMA Paving
Clean & Seal Cracks/Joints
Aggregate Bases & Surfaces
Highway, R.R. and Waterway Structures
Drainage
Electrical
Cover and Seal Coats
Concrete Construction
Landscaping
Fencing
Guardrail
Painting
Signing
Cold Milling, Planning & Rotomilling
Demolition
Pavement Markings (Paint)
Other Construction (List)
$ 0 . 0 0
Totals
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the “Illinois Procurement Code." Failure to comply will result in non-issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center.
Bureau of Construction
2300 South Dirksen Parkway/Room 322
Springfield, Illinois 62764
Printed 12/30/2014 Page 2 of 2 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others.
For each contract described in Part I, list all the work you have subcontracted to others.
1 2 3 4 Awards Pending
S u b c o n t r a c t o r
Type of Work
S u b c o n t r a c t P r i c e
Amount Uncompleted
S u b c o n t r a c t o r
Type of Work
S u b c o n t r a c t P r i c e
Amount Uncompleted
S u b c o n t r a c t o r
Type of Work
S u b c o n t r a c t P r i c e
Amount Uncompleted
S u b c o n t r a c t o r
Type of Work
S u b c o n t r a c t P r i c e
Amount Uncompleted
S u b c o n t r a c t o r
Type of Work
S u b c o n t r a c t P r i c e
Amount Uncompleted
Total Uncompleted
I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded or rejected and ALL estimated completion dates.
Subscribed and sworn to before me
t h i s d ay o f , Type or Print Name
Officer or Director Title
Signed
Notary Public
My commission expi r e s
C o m p a n y
(Notary Seal)
Address
ii
INDEX
FOR
SUPPLEMENTAL SPECIFICATIONS
AND RECURRING SPECIAL PROVISIONS
Adopted January 1, 2015
This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used
RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS
RECURRING SPECIAL PROVISIONS.
ERRATA Standard Specifications for Road and Bridge Construction
(Adopted 1-1-12) (Revised 1-1-15)
SUPPLEMENTAL SPECIFICATIONS
Std. Spec. Sec. Page No.
101 Definition of Terms ............................................................................... 1
102 Advertisement, Bidding, Award, and Contract Execution ..................... 2
105 Control of Work .................................................................................... 3
106 Control of Materials .............................................................................. 5
107 Legal Regulations and Responsibility to Public .................................... 6
108 Prosecution and Progress .................................................................... 14
109 Measurement and Payment ................................................................. 15
202 Earth and Rock Excavation .................................................................. 17
211 Topsoil and Compost ........................................................................... 19
250 Seeding ................................................................................................ 20
253 Planting Woody Plants ......................................................................... 21
280 Temporary Erosion and Sediment Control ........................................... 23
312 Stabilized Subbase ............................................................................... 24
406 Hot-Mix Asphalt Binder and Surface Course ........................................ 25
407 Hot-Mix Asphalt Pavement (Full-Depth) ............................................... 28
420 Portland Cement Concrete Pavement .................................................. 32
424 Portland Cement Concrete Sidewalk .................................................... 34
440 Removal of Existing Pavement and Appurtenances ............................. 35
502 Excavation for Structures ..................................................................... 36
503 Concrete Structures ............................................................................. 37
504 Precast Concrete Structures ................................................................ 40
506 Cleaning and Painting New Steel Structures ........................................ 41
512 Piling .................................................................................................... 42
516 Drilled Shafts ........................................................................................ 43
521 Bearings ............................................................................................... 44
540 Box Culverts ......................................................................................... 45
588 Bridge Relief Joint System ................................................................... 46
589 Elastic Joint Sealer ............................................................................... 48
602 Catch Basin, Manhole, Inlet, Drainage Structure, and Valve Vault
Construction, Adjustment, and Reconstruction ....................................
49
603 Adjusting Frames and Grates of Drainage and Utility Structures ......... 50
606 Concrete Gutter, Curb, Median, and Paved Ditch ................................ 52
610 Shoulder Inlets with Curb ..................................................................... 53
639 Precast Prestressed Concrete Sight Screen ........................................ 54
642 Shoulder Rumble Strips ....................................................................... 55
iii
643 Impact Attenuators ............................................................................... 56
644 High Tension Cable Median Barrier ..................................................... 58
669 Removal and Disposal of Regulated Substances ................................. 60
670 Engineer’s Field Office and Laboratory ................................................ 64
701 Work Zone Traffic Control and Protection ............................................ 65
706 Impact Attenuators, Temporary ............................................................ 68
707 Movable Traffic Barrier ......................................................................... 71
708 Temporary Water Filled Barrier ............................................................ 73
730 Wood Sign Support .............................................................................. 75
780 Pavement Striping ................................................................................ 76
816 Unit Duct .............................................................................................. 81
836 Pole Foundation ................................................................................... 82
860 Master Controller .................................................................................. 83
1001 Cement ................................................................................................. 84
1003 Fine Aggregates ................................................................................... 85
1004 Coarse Aggregates .............................................................................. 87
1006 Metals ................................................................................................... 91
1011 Mineral Filler ......................................................................................... 93
1017 Packaged, Dry, Combined Materials for Mortar .................................... 94
1018 Packaged Rapid Hardening Mortar or Concrete ................................... 95
1019 Controlled Low-Strength Material (CLSM) ............................................. 96
1020 Portland Cement Concrete ................................................................... 97
1024 Grout and Nonshrink Grout .................................................................. 136
1030 Hot-Mix Asphalt .................................................................................... 137
1040 Drain Pipe, Tile, Drainage Mat, and Wall Drain .................................... 142
1042 Precast Concrete Products .................................................................. 143
1069 Pole and Tower .................................................................................... 144
1070 Foundation and Breakaway Devices .................................................... 145
1073 Controller .............................................................................................. 146
1081 Materials for Planting ............................................................................ 147
1082 Preformed Bearing Pads ...................................................................... 148
1083 Elastomeric Bearings ........................................................................... 149
1088 Wireway and Conduit System .............................................................. 150
1095 Pavement Markings .............................................................................. 152
1101 General Equipment .............................................................................. 155
1102 Hot-Mix Asphalt Equipment .................................................................. 157
1103 Portland Cement Concrete Equipment ................................................. 159
1105 Pavement Marking Equipment ............................................................. 160
1106 Work Zone Traffic Control Devices ....................................................... 161
CHECK SHEET FOR RECURRING SPECIAL PROVISIONS
Adopted January 1, 2015
The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:
RECURRING SPECIAL PROVISIONS CHECK SHEET # PAGE NO. 1 Additional State Requirements for Federal-Aid Construction Contracts 163
2 Subletting of Contracts (Federal-Aid Contracts) 166
3 EEO 167 4 Specific EEO Responsibilities Non Federal-Aid Contracts 177
5 Required Provisions - State Contracts 182 6 Asbestos Bearing Pad Removal 188 7 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt Surface Removal 189
8 Temporary Stream Crossings and In-Stream Work Pads 9 Construction Layout Stakes Except for Bridges 191 10 Construction Layout Stakes 194 11 Use of Geotextile Fabric for Railroad Crossing 197 12 Subsealing of Concrete Pavements 199 13 Hot-Mix Asphalt Surface Correction 20314 Pavement and Shoulder Resurfacing 205 15 Reserved 206 16 Patching with Hot-Mix Asphalt Overlay Removal 207 17 Polymer Concrete 208 18 PVC Pipeliner 210 19 Pipe Underdrains 211 20 Guardrail and Barrier Wall Delineation 212 21 Bicycle Racks 216 22 Reserved 218 23 Temporary Portable Bridge Traffic Signals 219 24 Work Zone Public Information Signs 221 25 Nighttime Inspection of Roadway Lighting 222 26 English Substitution of Metric Bolts 223 27 English Substitution of Metric Reinforcement Bars 224 28 Calcium Chloride Accelerator for Portland Cement Concrete 225 29 Reserved 226 30 Quality Control of Concrete Mixtures at the Plant 227 31 Quality Control/Quality Assurance of Concrete Mixtures 235 32 Digital Terrain Modeling for Earthwork Calculations 251 33 Pavement Marking Removal 253 34 Preventive Maintenance – Bituminous Surface Treatment 254 35 Preventive Maintenance – Cape Seal 260 36 Preventive Maintenance – Micro-Surfacing 275 37 Preventive Maintenance – Slurry Seal 286 38 Temporary Raised Pavement Markers 296 39 Restoring Bridge Approach Pavements Using High-Density Foam 297
190
CHECK SHEET FOR LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS
Adopted January 1, 2015
The following LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:
LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS
CHECK SHEET # PAGE NO. LRS 1 Reserved .......................................................................................................................................................... 301 LRS 2 Furnished Excavation .......................................... ............................................................................................. 302 LRS 3 Work Zone Traffic Control Surveillance ........................................................................................................... 303 LRS 4 Flaggers in Work Zones .................................................................................................................................. 304 LRS 5 Contract Claims ............................................................................................................................................... 305 LRS 6 Bidding Requirements and Conditions for Contract Proposals ....................................................................... 306 LRS 7 Bidding Requirements and Conditions for Material Proposals ........................................................................ 312 LRS 8 Reserved .......................................................................................................................................................... 318 LRS 9 Bituminous Surface Treatments ...................................................................................................................... 319 LRS 10 Reserved .......................................................................................................................................................... 320 LRS 11 Employment Practices ..................................................................................................................................... 321 LRS 12 Wages of Employees on Public Works ............................................................................................................ 323 LRS 13 Selection of Labor ............................................................................................................................................ 325 LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks ......................................................................... 326 LRS 15 Partial Payments .............................................................................................................................................. 329 LRS 16 Protests on Local Lettings ................................................................................................................................ 330 LRS 17 Substance Abuse Prevention Program ............................................................................................................ 331 LRS 18 Multigrade Cold Mix Asphalt ............................................................................................................................ 332
Village of Plainfield
2015 Downtown Plainfield Concrete Program
TABLE OF CONTENTS
DESCRIPTION OF WORK ...................................................................................................................... 1
LOCATION OF PROJECT ....................................................................................................................... 1
MOBILIZATION ........................................................................................................................................ 1
INSURANCE ............................................................................................................................................... 1
SUBCONTRACTORS ................................................................................................................................ 2
APPLICATION FOR PAYMENT ............................................................................................................. 2
LIMITATIONS ON ENGINEER'S AUTHORITY AND RESPONSIBILITIES .................................. 3
WAGES OF EMPLOYEES ON PUBLIC WORKS ................................................................................. 3
PRECONSTRUCTION CONFERENCE ................................................................................................. 3
PROSECUTION AND PROGRESS ......................................................................................................... 4
COMPLETION DATE ............................................................................................................................... 4
WORKING HOURS ................................................................................................................................... 4
CONSTRUCTION DEBRIS ...................................................................................................................... 4
PRIVATE DECORATIVE MATERIAL ................................................................................................... 4
CONCRETE REMOVAL OPERATIONS ................................................................................................ 4
PORTLAND CEMENT CONCRETE COLORED SIDEWALK, 5-INCH (SPECIAL) ...................... 5
PORTLAND CEMENT CONCRETE COLORED DRIVEWAY PAVEMENT, 6-INCH (SPECIAL) 5
DECORATIVE CONCRETE .................................................................................................................... 5
COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT .......... 11
CONCRETE CURB TYPE B REMOVAL AND REPLACEMENT .................................................... 11
DRIVEWAY AND CLOSING .................................................................................................................. 14
PROTECTION OF WORK ..................................................................................................................... 15
TRAFFIC CONTROL PLAN .................................................................................................................. 15
Village of Plainfield
2015 Downtown Plainfield Concrete Program
TEMPORARY INFORMATION SIGNING .......................................................................................... 16
SWEEPING AND CLEAN-UP ................................................................................................................ 17
CONTRACT QUANTITY ....................................................................................................................... 17
HMA MIXTURE DESIGN REQUIREMENTS (D-1) ........................................................................... 17
GROUND TIRE RUBBER (GTR) , MODIFIED ASPHALT BINDER (D-1) ..................................... 34
RECLAIMED ASPHALT SHINGLES ................................................................................................... 35
RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES (D-1) ............ 35
PRECONSTRUCTION VIDEO RECORDING .................................................................................... 46
CONTINGENCY ALLOWANCE ........................................................................................................... 46
MAINTENANCE GUARANTEE ............................................................................................................ 47
SCHEDULE OF QUANTITIES
BUREAU OF LOCAL ROADS AND STREETS SPECIAL PROVISIONS
LR 107-4 - INSURANCE
LR 109 - EQUIPMENT RENTAL RATES
BUREAU OF DESIGN AND ENVIRONMENT (BDE) SPECIAL PROVISIONS.
HIGHWAY STANDARDS
Village of Plainfield
2015 Downtown Plainfield Concrete Program
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STATE OF ILLINOIS
SPECIAL PROVISIONS
The following Special Provisions supplement the Illinois Department of Transportation's (IDOT)
"Standard Specifications for Road and Bridge Construction", adopted January 1, 2012, hereinafter
referred to as the "Standard Specifications"; the latest edition of the "Manual on Uniform Traffic
Control Devices for Streets and Highways", and the "Manual of Test Procedures For Materials" in
effect on the date of invitation for bids; and the "Supplemental Specifications and Recurring Special
Provisions” latest edition as indicated on the Check Sheet included herein which apply to and govern
the 2015 Downtown Plainfield Concrete Program. In case of conflict with any part or parts of said
specifications, these Special provisions shall take precedence and shall govern.
DESCRIPTION OF WORK
The work included in this contract consist of furnishing all labor, materials, equipment, and other
incidentals necessary for the completion of colored sidewalk removal and replacement, colored
concrete driveway pavement removal and replacement, combination concrete curb and gutter
removal and replacement, concrete curb type “B:” removal and replacement, and other incidental
and miscellaneous items of work in accordance with the Standard Specifications and these Special
Provisions.
LOCATION OF PROJECT
The project is located along Lockport Street, between James Street and IL Route 59, within the
Village of Plainfield, Will County, Illinois. A Schedule of Quantities is included with these
documents.
MOBILIZATION
This work shall be done in accordance with Section 671 of the Standard Specifications except as
modified herein.
671.02 Basis of Payment. Revise this article to read:
“671.02 Basis of Payment. Mobilization will not be paid for separately but rather shall be
included in the cost of the items for which this work applies.”
INSURANCE
The Contractor's comprehensive general liability insurance required by Article 107.27 of the
Standard Specifications shall include as additional insured’s the Municipality, the Engineer, and
Engineer's Consultants, and all of whom shall be listed by name as additional insured’s, and include
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coverage for the respective officers and employees of all such additional insured’s, and shall cover
the Contractor's indemnity obligations under Article 107.26 of the Standard Specifications.
In addition to the insurance coverages required by Article 107.27 of the Standard Specifications, the
Contractor shall also purchase and maintain umbrella liability coverage in an amount not less than
$3,000,000. Such coverage shall include but not limited to, excess coverage for the Worker's
Compensation, Comprehensive General and Automobile Liability policies.
In addition to delivering certificates of insurance in accordance with Article 107.27 of the Standard
Specifications, the Contractor shall also deliver to the Municipality, with copies to each additional
insured, certificates of insurance which the Contractor is required to purchase and maintain in
accordance with Article 107.27 prior to the execution of the contract. The Contractor shall also
deliver to the Municipality, with copies to each additional insured, copies of all endorsements to the
insurance policies within 30 calendar days after the execution of the contract or prior to final
payment, whichever comes first. The Municipality will withhold the third, and subsequent progress
payments or final pay request due the Contractor pending the receipt of all required insurance policy
endorsements.
SUBCONTRACTORS
Add the following to the end of Section 108.01 of the Standard Specifications.
"The apparent low Bidder shall submit to the office of Engineer within ten (10) days after the
receipt of bids, a list of the names of Bidder's proposed subcontractors along with a description
of the work to be performed by each."
APPLICATION FOR PAYMENT
Add the following to the end of Section 109.07 (a) of the Standard Specifications.
“The Contractor shall procure from each subcontractor and supplier of material or labor a waiver of
any claim which they may have under the mechanics lien laws of the state in which the Work is
located, to insure the Municipality immunity from mechanics liens on subcontractors in carrying out
the contract and any work orders for additions thereto, all as a condition of any payment by the
Municipality. Any payments made by the Municipality without requiring compliance with this
paragraph shall not be construed as a waiver by the Municipality of the right to require compliance
with this paragraph as a condition to later payments.
The Contractor shall submit Partial Waivers of Lien from all subcontractors and suppliers with each
partial payment estimate and Contractor's Affidavit for subcontractors and suppliers with second
payment request for the previous payment estimates and then with all subsequent payment
estimates.”
Add the following to the end of Section 109.08 of the Standard Specifications.
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“The Contractor shall furnish with his final application for payment a complete release of all liens
arising out of this contract, or receipts in full in lieu thereof and an affidavit that the releases and
receipts include all labor and material for which a lien could be filed.”
LIMITATIONS ON ENGINEER'S AUTHORITY AND RESPONSIBILITIES
The authority and duties of Resident Engineer in Article 105.10 of the Standard
Specifications are hereby deleted. The authority of Engineer is amended as follows.
“The Engineer will be the Municipality's representative during the construction period. The Engineer
will furnish a Resident Project Representative (RPR) to assist the Engineer in providing job-site
observation of the Contractor's Work. The RPR will provide base lines, benchmarks and reference
points, assist the Contractor with interpretation of the Plans and Specifications, observe in general if
the Contractor's Work is in conformity with the Contract Documents, and monitor the Contractor's
progress as related to the date of completion. The Engineer will not supervise, direct, control or have
authority over or be responsible for the Contractor's means, methods, techniques, sequences or
procedures of construction, or the safety precautions and programs incident thereto, or for any
failure of the Contractor to comply with Laws and Regulations applicable to the furnishing or
performance of the Work. The Engineer will not be responsible for the Contractor's failure to
perform or furnish the Work in accordance with the Contract Documents.
The Engineer will not be responsible for the acts or omissions of the Contractor or any
subcontractor, any supplier, or of any other person or organization performing or furnishing any of
the Work.
These limitations on authority and responsibility set forth herein shall also apply to the Engineer's
Consultants, Resident Project Representative and assistants.”
WAGES OF EMPLOYEES ON PUBLIC WORKS
The submission of certified payroll reports shall be done electronically. Contact information will be
provided at the preconstruction meeting.
PRECONSTRUCTION CONFERENCE
Preconstruction conference will be scheduled to be held within 10 working days after the effective
date of the Agreement. The conference shall be attended by authorized representatives of the
Contractor and major subcontractors. The Engineer will advise other interested parties, including
the Municipality, and request their attendance.
Information will be distributed and discussed concerning at least the following items:
1. Organizational arrangement of Contractor's forces and personnel, and those of
subcontractors, materials suppliers, and Engineer.
2. Channels and procedures for communications.
3. Construction schedule, including sequence of critical work.
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4. Contract Documents, including distribution of required copies of original Documents and
revisions.
5. Processing of Shop Drawings and other data submitted to the Engineer for review.
6. Processing of Bulletins, field decisions, and Change Orders.
7. Rules and regulations governing performance of the Work; and
8. Procedures for safety and first aid, security, quality control, housekeeping, and related
matters.
PROSECUTION AND PROGRESS
The Village plans to review the bids and award the contract by March 2nd, 2015. No removal work
will be allowed prior to Monday, March 16th, 2015. The project shall be substantially completed by
Friday, May 15, 2015 with final completion by Friday, May 22nd, 2015. If weather limitations
prevent work from beginning Monday March 16th, 2015 the contractor shall delay the start of the
project to date agreed upon by the Village then have the same time period to complete the work.
COMPLETION DATE
Revise Article 108.05 of the Standard Specifications as follows:
The Contractor shall complete all contract items by May 22, 2015, 5:00 PM CST. Article 108.09 of
the Standard Specifications or the Special Provision for Failure to Complete Work on Time shall
apply to the completion date.
WORKING HOURS
Per Village of Plainfield Ordinance, the Contractor shall perform all work in the Village of
Plainfield as follows:
7:00 A.M. to 6:00 P.M. Monday through Friday
8:30 A.M. to 6:00 P.M. Saturday
No work will be permitted on Sundays or holidays or at other times outside the above
working hours without permission of the Engineer.
CONSTRUCTION DEBRIS
Add the following to the third paragraph of Article 202.03 of the Standard Specifications:
“The Contractor shall not conduct any generation, transportation, or recycling of construction or
demolition debris, clean or general or uncontaminated soil generated during construction,
remodeling, repair, and demolition of utilities, structures, and roads that is not commingled with any
waste, without the maintenance of documentation identifying the hauler, generator, place of origin of
the debris or soil, the weight or volume of the debris or soil, and the location, owner, and operator of
the facility where the debris or soil was transferred, disposed, recycled or treated. This
documentation must be maintained by the Contractor for 3 years.”
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PRIVATE DECORATIVE MATERIAL
Unless indicated to be removed, extreme caution shall be exercised to protect existing private
decorative material within or near the limits of all work. The Contractor shall use extreme care when
removing any item in conflict. The Contractor is responsible for the removal and replacement of said
decorative material which includes any fences, gates, signs (except traffic signs), and landscape
planters or other miscellaneous items to be removed and replaced as directed by the Engineer. Cost
to be incidental to the Contract.
CONCRETE REMOVAL OPERATIONS
All areas of concrete to be removed shall be as directed by the Engineer and shall be saw cut full
depth. The Contractor shall cut the joint between the portion of the item to be removed and that to be
left in place with a sawing machine to prevent spalling when the item is broken out. The work shall
be done in a manner that a straight and perpendicular joint will be secured. Saw cutting beyond the
limits of removal will not be allowed and any adjacent areas that are damaged will be replaced at no
additional cost to the contract. Any dust or slurry remaining after the saw cutting operation shall be
removed promptly from the work area.
When removing sidewalk, curb and gutter, driveway pavement, and/or any other structures, the use
of any type of concrete breakers that may damage underground public and/or private utilities, will
not be permitted. The contractor is prohibited from breaking up concrete by dropping it on
pavement, or in any other manner that in the opinion of the Engineer or representative of the
Engineer may damage existing or proposed pavements, or other roadway appurtenances. Any
chipping hammer for removing concrete shall be a light-duty pneumatic or electric tool with a 15 lb.
(7 kg) maximum class or less.
Extreme caution is to be used when removing existing areas of concrete in order to avoid damaging
adjacent areas. Plywood or other approved material may be required as directed by the Engineer.
Conforming to the requirements of Special Provision “Concrete Removal Operations” shall be
considered incidental to the contract and the items to be removed. No additional compensation will
be allowed for “Concrete Removal Operations”.
PORTLAND CEMENT CONCRETE COLORED SIDEWALK, 5-INCH (SPECIAL)
This work shall be done in accordance with Sections 424 of the Standard Specifications, the Special
Provision “Decorative Concrete”, and the concrete shall meet the requirements for Class SI concrete.
Sidewalk replacement shall include the installation of portland cement concrete sidewalk, with
woven wire fabric or approved equal, to a minimum thickness of 5-inches (6-inches across
driveways). If filling is required in the sidewalk subgrade, it shall consist of placing and compacting
an approved granular material to the satisfaction of the Engineer.
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The color of the concrete shall match the existing sidewalk immediately adjacent to the area being
replaced. The Contractor shall provide a cast and cured concrete test sample(s) for color matching
purposes to the Engineer for the Engineer’s approval prior to the removal of any sidewalk.
Driveways damaged during construction operations shall be replaced in accordance with Curb or
Curb and Gutter Removal and Replacement Detail except that the Driveway Pavement will not be
paid for separately.
This work will be paid for at the contract unit price per square foot for PORTLAND CEMENT
CONCRETE COLORED SIDEWALK, 5-INCH (SPECIAL), which price shall include woven wire
fabric, any necessary filling with compacted granular material, protective coat, and replacement of
any portion of driveway damaged during construction.
PORTLAND CEMENT CONCRETE COLORED DRIVEWAY PAVEMENT, 6-INCH
(SPECIAL)
This work shall be done in accordance with Sections 423 of the Standard Specifications, the Special
Provision “Decorative Concrete”, and the concrete shall meet the requirements for Class SI concrete.
Driveway pavement replacement shall include the installation of portland cement concrete driveway
pavement, with woven wire fabric or approved equal, to a minimum thickness of 6-inches. If filling
is required in the pavement subgrade, it shall consist of placing and compacting an approved
granular material to the satisfaction of the Engineer.
The color of the concrete shall match the existing driveway pavement immediately adjacent to the
area being replaced. The Contractor shall provide a cast and cured concrete test sample(s) for color
matching purposes to the Engineer for the Engineer’s approval prior to the removal of any driveway.
This work will be paid for at the contract unit price per square foot for PORTLAND CEMENT
CONCRETE COLORED DRIVWAY PAVEMENT, 6-INCH (SPECIAL), which price shall include
woven wire fabric, any necessary filling with compacted granular material, and protective coat.
DECORATIVE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Integrally colored concrete pavement/sidewalk.
2. Dry-shake color hardened concrete pavement/sidewalk.
B. Related Sections:
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1. PORTLAND CEMENT CONCRETE SIDEWALK, 5-INCH (SPECIAL).
2. PORTLAND CEMENT CONCRETE COLORED DRIVEWAY PAVEMENT, 6-INCH
(SPECIAL).
1.2 SUBMITTALS
A. Submit according to IDOT Standard Specifications.
B. Product Data: For each product indicated.
C. Mix Designs: For each type of integrally-colored concrete mix required.
D. Samples for Initial Selection: Manufacturer's color charts.
E. Sample Panels: 2 by 2 feet, to demonstrate finish, color, and texture of decorative cement
concrete pavement/sidewalk.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: Two year's experience with projects of similar scope and quality.
B. Manufacturer's Qualifications: Three years’ experience manufacturing products required.
C. Testing Agency Qualifications: An independent agency qualified according to
ASTM C 1077.
D. Source Limitations: Obtain products from same source throughout Project.
E. Field Samples: Locate at site and obtain approval before start of final work. Field samples
shall be minimum 4 by 4 feet by full thickness.
1. Demonstrate range of finishes and workmanship, including curing procedures.
2. Approved field samples set quality standards for comparison with remaining work.
3. Remove field samples when directed.
1.4 DELIVERY, STORAGE AND HANDLING
A. Deliver materials in original packaging with labels intact.
B. Store in clean, dry and protected location, according to manufacturer's requirements.
1.5 PROJECT CONDITIONS
A. Environmental Requirements: Comply with requirements of IDOT Standard Specifications.
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PART 2 - PRODUCTS
2.1 FORMS
A. Comply with requirements of IDOT Standard Specifications.
2.2 STEEL REINFORCEMENT
A. Comply with requirements of IDOT Standard Specifications.
2.3 COLOR MATERIALS
A. Integral Concrete Colorant: ASTM C 979, factory-measured powdered mix in self-
dissolving packaging, consisting of non-fading finely-ground synthetic mineral-oxide
coloring pigments and water reducing wetting agent.
1. Product: Butterfield Color® Uni-Mix® Integral Colorant.
2. Color:
a. Uni-Mix® U-18 (Gull Gray) for Driveway Pavement.
b. Uni-Mix® U-3893 (Riverside Brown) for Sidewalk.
B. Pigmented Mineral Dry-Shake Color Hardener: ASTM C 979, factory-packaged dry
combination of Portland cement, graded quartz aggregate, non-fading finely-ground
mineral oxide coloring pigments, and plasticizing admixture.
1. Product: Butterfield Color® Perma-Cast® Shake-on Color Hardener.
2. Colors: As required to match existing adjacent concrete.
3. Coverage: 50 lbs. per 100 sq. ft., or as required to match existing adjacent concrete.
2.4 ADMIXTURES
A. Do not use calcium chloride or admixtures containing calcium chloride.
2.5 RELATED MATERIALS
A. Comply with requirements of IDOT Standard Specifications for expansion joint filler, bonding
agents, etc.
B. Bonding Agent: ASTM C 1059, Type II.
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2.6 CURING AND SEALING MATERIALS
A. Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 309,
non-yellowing, VOC-compliant, high-gloss, clear liquid.
1. Product: Butterfield Color® Clear-Guard™ Cure & Seal.
B. Flatten Paste: Manufacturer's standard product designed to reduce sealer gloss finish to
matte finish.
1. Product: Butterfield Color® Flatten Paste.
2.7 INTEGRAL CONCRETE MIXES
A. Comply with IDOT Standard Specifications and as follows:
1. Minimum Portland Cement Content: Five sacks of cement per cubic yard.
2. Maximum Slump: 4 inches.
3. Air Content: 6 percent plus or minus 1 percent.
B. Add integral concrete colorant according to manufacturer's instructions.
C. Maintain mix characteristics for all concrete required to have matching finish.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine subgrade and sub base for compliance with requirements.
B. Do not proceed with decorative cement concrete pavement/sidewalk until unacceptable
conditions are corrected.
3.2 FORMWORK
A. Comply with requirements of IDOT Standard Specifications.
3.3 STEEL REINFORCEMENT
A. Comply with requirements of IDOT Standard Specifications.
3.4 CONCRETE PLACEMENT
A. Comply with requirements of IDOT Standard Specifications.
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B. Do not add water once placing has begun. Do not retemper concrete that has started to set.
3.5 DRY-SHAKE COLOR HARDENERS
A. Apply dry-shake color hardener at rate recommended by manufacturer and according to
manufacturer's instructions.
1. After initial floating, uniformly broadcast approximately two-thirds of dry-shake color
hardener to concrete surface, allow to absorb moisture, and embed by floating. Allow
excess bleed water to dissipate prior to applying dry-shake color hardener.
2. Apply balance of dry-shake color hardener at right angles to first application and
embed by floating.
3. Vertical Surfaces: Plaster dry-shake color hardener at rate recommended by
manufacturer and according to manufacturer's instructions.
B. Do not add water to concrete surfaces.
3.6 FINISHING
A. After final floating, apply a medium broom finish perpendicular to direction of traffic.
3.7 JOINTS
A. Comply with requirements of IDOT Standard Specifications
3.8 CURING AND SEALING
A. Protect decorative cement concrete pavement/sidewalk from prematurely drying and
excessive cold or hot temperatures.
B. Cure decorative cement concrete pavement/sidewalk according to manufacturer's
instructions.
C. Curing and Sealing Compound: Apply uniformly in continuous operation by sprayer or
short nap roller according to manufacturer's instructions. After initial application is dry and
tack free, apply a second coat.
1. Do not over apply or apply in a single heavy coat.
2. Thoroughly mix flatten paste in curing and sealing compound according to
manufacturer's instructions. Stir occasionally to maintain uniform distribution of paste.
D. Do not cover concrete with plastic sheeting.
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3.9 PAVEMENT /SIDEWALK TOLERANCES
A. Comply with requirements of IDOT Standard Specifications.
3.10 REPAIRS AND PROTECTION
A. Repair damaged decorative cement concrete pavement/sidewalk according to
manufacturer's instructions.
B. Clean spillage and soiling from adjacent construction according to manufacturer's
instructions.
C. Protect decorative cement concrete pavement/sidewalk from damage or deterioration until
date of Substantial Completion.
3.11 FIELD QUALITY CONTROL
A. Comply with requirements of IDOT Standard Specifications.
COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT
This work shall be done in accordance with Sections 440 and 606 of the Standard Specifications and
the Detail provided in the Plans, except as modified herein.
440.01 & 606.01 General. Revise the Articles to read:
“This work shall consist of the removal and replacement of existing curb and gutter at the locations
shown on the Plans or as determined by the Engineer. The purpose of this work is to replace curb
and gutter that is damaged and/or requires replacement to improve the street drainage. The
replacement curb and gutter shall match the existing curb and gutter. A protective coat shall be
applied to the finished concrete. This work shall include all sawcutting; pavement removal for
forming purposes; backfilling in front of the curb with Class SI Concrete; backfilling behind the curb
to the top of the proposed curb with sand or other material approved by the Engineer; two (2)
continuous #4 reinforcing bars, dowel bars at construction and expansion joints, and removing the
excess backfill behind the proposed curb just prior to parkway restoration work. Curb repairs shall
not be less than 5 feet in length.”
Driveways damaged during construction operations shall be replaced in accordance with Curb or
Curb and Gutter Removal and Replacement Detail except that the Driveway Pavement will not be
paid for separately.
440.03 General. Revise the first two paragraphs of this Article to read:
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“The Contractor shall form a perpendicular straight joint by full-depth machine sawing at the limits
of the curb and gutter removal. Any damage done to the existing curb and gutter to remain in place
shall be repaired or removed and replaced by the Contractor at his/her own expense, as determined
by the Engineer.
It is the responsibility of the Contractor to determine the thickness of the existing curb and gutter to
be removed, and the extent to which they are reinforced. No additional compensation will be
allowed because of variations from the assumed thickness(s) or from the thickness(s) shown on the
Plans, or for variations in the amount of reinforcement.”
Excavation. Add the following paragraph to the end of this Article:
Removal of the existing pavement will be required in order to install a front face form. The area
between the edge of the existing pavement and the face of the new gutter shall be cleaned of all
loose material and then filled with Class SI concrete to a minimum 6-inch width, 2 1/2” below the
top of the proposed gutter flag. Driveways removed for forming shall be backfilled with an
approved granular material as temporary pavement.
606.07 Concrete Gutter, Curb, and Curb and Gutter. Add following to the fourth paragraph of this
Article:
“Contraction joints shall be provided at uniform intervals not to exceed 15 feet. Construction joints
with dowel bars shall be provided at the end of a day’s work. Expansion joints shall be 1-inch thick
with two No. 6 (3/4”) smooth epoxy coated bars with greased cap and shall be constructed at
intervals not to exceed 60 feet. Two (2) #4 reinforcing bars shall be installed in the curb and have
15” of lap where more than one length of reinforcing bar is required.”
606.13 Backfill. Revise this Article to read:
“After the concrete has obtained the specified strength or when directed by the Engineer, the space
in back of the construction shall be backfilled to the top of the proposed curb with sand or other
material approved by the Engineer, and neatly graded to the satisfaction of the Engineer. Excess
sand behind the curb shall be removed just prior to parkway restoration work.”
606.14 Method of Measurement. Add the following paragraph to the end of this Article:
“The Engineer will measure the curb and gutter as marked for removal and replacement prior to the
removal of the existing curb and gutter. The measurement, as marked, will be the final payment
quantity and should be verified by the Contractor prior to the removal.”
440.08 and 606.15 Basis of Payment. Replace these articles with the following.
“This work will be paid for at the contract unit price per foot for COMBINATION CONCRETE
CURB AND GUTTER REMOVAL AND REPLACEMENT. The cost of over cutting and filling
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behind and in front of the curb and gutter, protective coat application, and replacement of any
portion of driveway damaged during construction shall also be included in this contract unit price.
CONCRETE CURB TYPE B REMOVAL AND REPLACEMENT
This work shall be done in accordance with Sections 440 and 606 of the Standard Specifications and
the Detail provided in the Plans, except as modified herein.
440.01 & 606.01 General. Revise the Articles to read:
“This work shall consist of the removal and replacement of existing curb at the locations shown on
the Plans or as determined by the Engineer. The purpose of this work is to replace curb that is
damaged and/or requires replacement to improve the street drainage. The replacement curb shall
match the existing curb. A protective coat shall be applied to the finished concrete. This work shall
include all sawcutting; pavement removal for forming purposes; backfilling in front of the curb with
Class SI Concrete; backfilling behind the curb to the top of the proposed curb with sand or other
material approved by the Engineer; two (2) continuous #4 reinforcing bars, dowel bars at
construction and expansion joints, and removing the excess backfill behind the proposed curb just
prior to parkway restoration work. Curb repairs shall not be less than 5 feet in length.”
Driveways damaged during construction operations shall be replaced in accordance with Curb or
Curb and Gutter Removal and Replacement Detail except that the Driveway Pavement will not be
paid for separately.
440.03 General. Revise the first two paragraphs of this Article to read:
“The Contractor shall form a perpendicular straight joint by full-depth machine sawing at the limits
of the curb and gutter removal. Any damage done to the existing curb to remain in place shall be
repaired or removed and replaced by the Contractor at his/her own expense, as determined by the
Engineer.
It is the responsibility of the Contractor to determine the thickness of the existing curb to be
removed, and the extent to which they are reinforced. No additional compensation will be allowed
because of variations from the assumed thickness(s) or from the thickness(s) shown on the Plans, or
for variations in the amount of reinforcement.”
Excavation. Add the following paragraph to the end of this Article:
Removal of the existing pavement will be required in order to install a front face form. The area
between the edge of the existing pavement and the face of the new curb shall be cleaned of all loose
material and then filled with Class SI concrete to a minimum 6-inch width, 2 1/2” below the top of
the proposed pavement. Driveways removed for forming shall be backfilled with an approved
granular material as temporary pavement.
-14-
606.07 Concrete Gutter, Curb, and Curb and Gutter. Add following to the fourth paragraph of this
Article:
“Contraction joints shall be provided at uniform intervals not to exceed 15 feet. Construction joints
with dowel bars shall be provided at the end of a day’s work. Expansion joints shall be 1-inch thick
with two No. 6 (3/4”) smooth epoxy coated bars with greased cap and shall be constructed at
intervals not to exceed 60 feet. Two (2) #4 reinforcing bars shall be installed in the curb and have
15” of lap where more than one length of reinforcing bar is required.”
606.13 Backfill. Revise this Article to read:
“After the concrete has obtained the specified strength or when directed by the Engineer, the space
in back of the construction shall be backfilled to the top of the proposed curb with sand or other
material approved by the Engineer, and neatly graded to the satisfaction of the Engineer. Excess
sand behind the curb shall be removed just prior to parkway restoration work.”
606.14 Method of Measurement. Add the following paragraph to the end of this Article:
“The Engineer will measure the curb as marked for removal and replacement prior to the removal of
the existing curb. The measurement, as marked, will be the final payment quantity and should be
verified by the Contractor prior to the removal.”
440.08 and 606.15 Basis of Payment. Replace these articles with the following.
“This work will be paid for at the contract unit price per foot for CONCRETE CURB TYPE B
REMOVAL AND REPLACEMENT. The cost of over cutting and filling behind and in front of the
curb, protective coat application, and replacement of any portion of driveway damaged during
construction shall also be included in this contract unit price.
DRIVEWAY AND SIDEWALK CLOSING
It will be the Contractor’s responsibility to notify residents, Village of Plainfield Public Works
Department, and the Village of Plainfield Police Department when driveway or sidewalk access will
be temporarily closed due to curb, driveway, or sidewalk construction. The Contractor shall make
every effort to accommodate these properties. All business owners and homeowners shall be given a
minimum 48 hour written notice prior to removal operations. The contractor shall make every effort
to keep driveways open including temporary grading and placement of gravel. Sidewalks and
driveways shall be backfilled and readied for access at the earliest opportunity once the concrete has
cured.
In no case shall an open excavation caused by removal operations, whether formed or not formed,
remain open more than 1 working day. Access shall be restored no less than 5 days after removal
operations. If necessary, the Contractor shall place temporary aggregate behind new curb and gutter
until the driveway is restored. This aggregate shall be considered incidental to the driveway
pavement pay item.
-15-
PROTECTION OF WORK
The Village of Plainfield is a proactive community in preventing graffiti form being marked into
freshly placed concrete. The Contractor shall time his concrete pours to minimize the opportunities
for vandals and shall time his operations to allow the concrete to cure to a sufficient hardness to
minimize the opportunity of the marring of the concrete by vandals during or after school hours or
non-daylight hours. The Contractor shall provide sufficient manpower to protect the concrete from
vandals until it has set and graffiti can no longer be marked into the concrete. Grinding of marks and
graffiti will not be allowed. The contractor shall also notify the Village’s Public Works staff of their
schedule. On pour days, the Contractor will be required to keep personnel on site for a minimum of
three (3) hours after the completion of the day’s pour. This item of work shall be considered
included in the contract unit price for the item installed.
TRAFFIC CONTROL PLAN
This work shall be done in accordance with applicable portions of Section 701 of the Standard
Specifications, the Supplemental Specifications, the “Illinois Manual on Uniform Traffic Control
Devices for Streets and Highways”, and any details and Highway Standards contained in the Plans
and Special Provisions, and the Special Provisions contained herein, except as modified herein.
Special Attention is called to Article 107.09 of the Standard Specifications and the following
Highway Standards, Details, Recurring Local Roads and Streets Special Provisions, and
Special Provisions contained herein, relating to traffic control.
STANDARDS:
701006, 701301, 701801, and 701901
DETAILS:
Traffic Control and Protection for Side Roads, Intersections, and Driveways (TC-10)
SPECIAL PROVISIONS (Included in these Special Provisions):
Temporary Information Signing
Work Zone Traffic Control (LRS 3)
Flaggers in Work Zones (LRS 4)
Pavement Patching (BDE)
The Contractor shall contact the Village at least 72 hours in advance of beginning work.
Construction operations shall be conducted in a manner such that streets will be open to emergency
traffic and accessible as required to local traffic. Advanced notice shall be provided to residents,
police, fire, school districts and trash haulers when access to any street will be temporarily closed or
limited. Removal and replacement of curb and gutter and driveways shall be planned so as to cause
a minimum of inconvenience to the abutting property owners. The work shall be accomplished such
that the streets will be left open to local traffic at the end of each working day.
-16-
Work Zone Traffic Control: This work shall be done in accordance with Section 701 of the Standard
Specifications, insofar as applicable, with the following revisions:
Basis of Payment: This work will not be paid for separately, but will be included in the items for
which this work applies.
TEMPORARY INFORMATION SIGNING
Effective: November 13, 1996 Revised: January 1, 2012
Description. This work shall consist of furnishing, installing, maintaining, relocating for various
states of construction and eventually removing temporary informational signs. Included in this item
may be ground mount signs, skid mount signs, truss mount signs, bridge mount signs, and overlay
sign panels which cover portions of existing signs.
Materials. Materials shall be according to the following Articles of Section 1000 – Materials:
Item Article
a) Sign Base (Notes 1 & 2) 1090
b) Sign Face (Note 3) 1091
c) Sign Legends 1091.02
d) Sign Supports 1093
e) Overlay Panels (Note 4) 1090.02
Note 1: The Contractor may use 5/8-inch (16 mm) instead of 3/4-inch (19 mm) thick plywood.
Note 2: Type A sheeting can be used on the plywood base.
Note 3: All sign faces shall be Type A except all orange signs shall meet the requirements in
Article 1106.01
Note 4: The overlay panels shall be 0.08-inch (2 mm) thick.
CONSTRUCTION REQUIREMENTS
Installation. The sign sizes and legend sizes shall be verified by the Contractor prior to
fabrication.
Signs which are placed along the roadway and/or within the construction zone shall be
installed according to the requirements of Article 701.14 and Article 720.04. The signs shall be
7 ft (2.1 m) above the near edge of the pavement and shall be a minimum of 2 ft (600 mm)
beyond the edge of the paved shoulder. A minimum of two (2) posts shall be used.
-17-
The attachment of temporary signs to existing sign structures or sign panels shall be
approved by the Engineer. Any damage to the existing signs due to the Contractor’s operations shall
be repaired or signs replaced, as determined by the Engineer, at the Contractor’s expense.
Signs which are placed on overhead bridge structures shall be fastened to the handrail with
stainless steel bands. These signs shall rest on the concrete parapet where possible. The Contractor
shall furnish mounting details for approval by the Engineer.
Method of Measurement. This work shall be measured for payment in square feet (square meters)
edge to edge (horizontally and vertically).
All hardware, posts or skids, supports, bases for ground mounted signs, connections, which are
required for mounting these signs will be included as part of this pay item.
Basis of Payment. This work will be paid for at the contract unit price per square foot (square
meter) for TEMPORARY INFORMATION SIGNING.
SWEEPING AND CLEAN-UP
The Contractor shall be responsible for any sweeping and cleaning required to perform the work.
The job site shall be cleaned up daily. Any sweeping or cleaning required shall be considered
incidental to the cost of the contract.
CONTRACT QUANTITY
The Village of Plainfield has identified the areas for concrete removal and replacement with the
attached schedule of quantities. The Village of Plainfield reserves the right to increase or decrease
the amount of work shown in the plans in accordance with section 109 of the Standard
Specifications.
HMA MIXTURE DESIGN REQUIREMENTS (D-1)
Effective: January 1, 2013
Revised: November 1, 2014
1) Design Composition and Volumetric Requirements
Revise the last sentence of the first paragraph of Article 312.05 of the Standard Specifications to
read:
“The minimum compacted thickness of each lift shall be according to Article 406.06(d).”
Delete the minimum compacted lift thickness table in Article 312.05 of the Standard Specifications.
Revise the second paragraph of Article 355.02 of the Standard Specifications to read:
-18-
“The mixture composition used shall be IL-19.0.”
Revise Article 355.05(a) of the Standard Specifications to read:
“(a) The top lift thickness shall be 2 1/4 in. (60 mm) for mixture composition IL-19.0.”
Revise the Leveling Binder table and second paragraph of Article 406.05(c) of the Standard
Specifications to read:
“Leveling Binder
Nominal, Compacted, Leveling
Binder Thickness, in. (mm)
Mixture Composition
≤ 1 1/4 (32) IL-4.75, IL-9.5, or IL-9.5L
> 1 1/4 to 2 (32 to 50) IL-9.5 or IL-9.5L
The density requirements of Article 406.07(c) shall apply for leveling binder, machine method,
when the nominal compacted thickness is: 3/4 in. (19 mm) or greater for
IL-4.75 mixtures; and 1 1/4 in. (32 mm) or greater for IL-9.5 and IL-9.5L mixtures.”
Revise the table in Article 406.06(d) of the Standard Specifications to read:
“MINIMUM COMPACTED LIFT THICKNESS
Mixture Composition Thickness, in. (mm)
IL-4.75 3/4 (19)
SMA-9.5, IL-9.5, IL-9.5L 1 1/2 (38)
SMA-12.5 2 (50)
IL-19.0, IL-19.0L 2 1/4 (57)”
Revise the ninth paragraph of Article 406.14 of the Standard Specifications to read:
“Test strip mixture will be evaluated at the contract unit price according to the following.”
Revise Article 406.14(a) of the Standard Specifications to read:
“(a) If the HMA placed during the initial test strip is determined to be acceptable the
mixture will be paid for at the contract unit price.”
Revise Article 406.14(b) of the Standard Specifications to read:
“(b) If the HMA placed during the initial test strip (1) is determined to be unacceptable to
remain in place by the Engineer, and (2) was not produced within 2.0 to 6.0 percent air voids or
within the individual control limits of the JMF according to the Department’s test results, the
mixture will not be paid for and shall be removed at the Contractor’s expense. An additional test
strip shall be constructed and the mixture will be paid for in full, if produced within 2.0 to 6.0
percent air voids and within the individual control limits of the JMF.”
-19-
Revise Article 406.14(c) of the Standard Specifications to read:
“(c) If the HMA placed during the initial test strip (1) is determined to be unacceptable to
remain in place by the Engineer, and (2) was produced within 2.0 to 6.0 percent air voids and within
the individual control limits of the JMF according to the Department’s test results, the mixture shall
be removed. Removal will be paid according to Article 109.04. This initial mixture will be paid for
at the contract unit price. An additional test strip shall be constructed and the mixture will be paid
for in full, if produced within 2.0 to 6.0 percent air voids and within the individual control limits of
the JMF.”
Delete Article 406.14(d) of the Standard Specifications.
Delete Article 406.14(e) of the Standard Specifications.
Delete the last sentence of Article 407.06(c) of the Standard Specifications.
Revise Note 2. of Article 442.02 of the Standard Specifications to read:
“Note 2. The mixture composition of the HMA used shall be IL-19.0 binder, designed with
the same Ndesign as that specified for the mainline pavement.”
Delete the second paragraph of Article 482.02 of the Standard Specifications.
Revise the first sentence of the sixth paragraph of Article 482.05 of the Standard Specifications to
read:
“When the mainline HMA binder and surface course mixture option is used on resurfacing
projects, shoulder resurfacing widths of 6 ft (1.8 m) or less may be placed simultaneously with the
adjacent traffic lane for both the binder and surface courses.”
Revise the second sentence of the fourth paragraph of Article 601.04 of the Standard Specifications
to read:
“The top 5 in. (125 mm) of the trench shall be backfilled with an IL-19.0L Low ESAL
mixture meeting the requirements of Section 1030 and compacted to a density of not less than
90 percent of the theoretical density.”
Revise the second sentence of the fifth paragraph of Article 601.04 of the Standard Specifications to
read:
“The top 8 in. (200 mm) of the trench shall be backfilled with an IL-19.0L Low ESAL
mixture meeting the requirements of Section 1030 and compacted to a density of not less than
90 percent of the theoretical density.”
-20-
Revise Article 1003.03(c) of the Standard Specifications to read:
“(c) Gradation. The fine aggregate gradation for all HMA shall be FA 1, FA 2, FA 20,
FA 21, or FA 22. The fine aggregate gradation for SMA shall be FA/FM 20.
For mixture IL-4.75 and surface mixtures with an Ndesign = 90, at least 50 percent
of the required fine aggregate fraction shall consist of either stone sand, slag sand, or
steel slag meeting the FA 20 gradation.
For mixture IL-19.0, Ndesign = 90 the fine aggregate fraction shall consist of at least
67 percent manufactured sand meeting FA 20 or FA 22 gradation. For mixture IL-
19.0, Ndesign = 50 or 70 the fine aggregate fraction shall consist of at least 50
percent manufactured sand meeting FA 20 or FA 22 gradation. The manufactured
sand shall be stone sand, slag sand, steel slag sand, or combinations thereof.
Gradation FA 1, FA 2, or FA 3 shall be used when required for prime coat aggregate
application for HMA.”
Delete the last sentence of the first paragraph of Article 1004.03(b) of the Standard Specifications.
Revise the table in Article 1004.03(c) of the Standard Specifications to read:
“Use Size/Application Gradation No.
Class A-1, 2, & 3 3/8 in. (10 mm) Seal CA 16
Class A-1 1/2 in. (13 mm) Seal CA 15
Class A-2 & 3 Cover CA 14
HMA High ESAL IL-19.0
IL-9.5
CA 11 1/
CA 16, CA 133/
HMA Low ESAL IL-19.0L
IL-9.5L
Stabilized Subbase
or Shoulders
CA 11 1/
CA 16
SMA2/ 1/2 in. (12.5mm)
Binder & Surface
IL 9.5
Surface
CA133/, CA14 or CA16
CA16, CA 133/
1/ CA 16 or CA 13 may be blended with the gradations listed.
2/ The coarse aggregates used shall be capable of being combined with stone sand,
slag sand, or steel slag sand meeting the FA/FM 20 gradation and mineral filler
to meet the approved mix design and the mix requirements noted herein.
3/ CA 13 shall be 100 percent passing the 1/2 in. (12.5mm) sieve.
Revise Article 1004.03(e) of the Supplemental Specifications to read:
-21-
“(e) Absorption. For SMA the coarse aggregate shall also have water absorption
≤ 2.0 percent.”
Revise the nomenclature table in Article 1030.01 of the Standard Specifications to read:
“High ESAL IL-19.0 binder;
IL-9.5 surface; IL-4.75; SMA-12.5,
SMA-9.5
Low ESAL IL-19.0L binder; IL-9.5L surface;
Stabilized Subbase (HMA)1/;
HMA Shoulders2/
1/ Uses 19.0L binder mix.
2/ Uses 19.0L for lower lifts and 9.5L for surface lift.”
Revise Article 1030.02 of the Standard Specifications and Supplemental Specifications to read:
“1030.02 Materials. Materials shall be according to the following.
Item……………………………………………………………………………………Article/Section
(a) Coarse Aggregate………………………………………………………………………1004.03
(b) Fine Aggregate……………………………………………………………………….1003.03
(c) RAP Material…………………………………………………………………………….1031
(d) Mineral Filler……………………………………………………………………………..1011
(e) Hydrated Lime…………………………………………………………………………1012.01
(f) Slaked Quicklime (Note 1)
(g) Performance Graded Asphalt Binder (Note 2)…………………………………………….1032
(h) Fibers (Note 3)
(i) Warm Mix Asphalt (WMA) Technologies (Note 4)
Note 1. Slaked quicklime shall be according to ASTM C 5.
Note 2. The asphalt binder shall be an SBS PG 76-28 when the SMA is used on a full-depth
asphalt pavement and SBS PG 76-22 when used as an overlay, except where modified
herein. The asphalt binder shall be an Elvaloy or SBS PG 76-22 for IL-4.75, except where
modified herein. The elastic recovery shall be a minimum of 80.
Note 3. A stabilizing additive such as cellulose or mineral fiber shall be added to the SMA
mixture according to Illinois Modified AASHTO M 325. The stabilizing additive shall meet
the Fiber Quality Requirements listed in Illinois Modified AASHTO M 325. Prior to
approval and use of fibers, the Contractor shall submit a notarized certification by the
producer of these materials stating they meet these requirements. Reclaimed Asphalt
Shingles (RAS) may be used in Stone Matrix Asphalt (SMA) mixtures designed with an
SBA polymer modifier as a fiber additive if the mix design with RAS included meets
-22-
AASHTO T305 requirements. The RAS shall be from a certified source that produces either
Type I or Type 2. Material shall meet requirements noted herein and the actual dosage rate
will be determined by the Engineer.
Note 4. Warm mix additives or foaming processes shall be selected from the current Bureau
of Materials and Physical Research Approved List, “Warm Mix Asphalt Technologies”.”
Revise Article 1030.04(a)(1) of the Standard Specifications and the Supplemental Specifications to
read:
“(1) High ESAL Mixtures. The Job Mix Formula (JMF) shall fall within the following
limits.
High ESAL, MIXTURE COMPOSITION (% PASSING) 1/
Sieve
Size
IL-19.0
mm
SMA 4/
IL-12.5
mm
SMA 4/
IL-9.5
mm
IL-9.5
mm
IL-4.75
mm
mi
n
ma
x
mi
n
ma
x
mi
n
ma
x
mi
n
ma
x
mi
n
ma
x
1 1/2 in
(37.5
mm)
1 in.
(25 mm) 10
0
3/4 in.
(19 mm)
82
90
10
0
10
0
1/2 in.
(12.5
mm)
50
75
85
89
80 10
0
10
0 10
0
10
0
3/8 in.
(9.5 mm) 65 90 10
0 90 10
0
10
0
#4
(4.75
mm)
24
40
50
60
20 30 36 50 32
34 69
90 10
0
#8
(2.36
mm)
20 36
42
16 245/ 16 325/ 34 6/
52 2/
70 90
#16
(1.18
mm)
10
15
25
30
10 32
50 65
#30
(600
m)
12 16 12 18
-23-
#50
(300
m)
46 12
15
4 15
15 30
#100
(150
m)
34 9
3 10
10 18
#200
(75 m) 3 6
7.
0
9.
0 3/
7.
5
9.
5 3/ 4 6
7 9 3/
Ratio
Dust/As
phalt
Binder
1.
0
1.
5
1.
5 1.
0
1.
0
1/ Based on percent of total aggregate weight.
2/ 3The mixture composition shall not exceed 44 percent passing the #8
(2.36 mm) sieve for surface courses with Ndesign = 90.
3/ 4Additional minus No. 200 (0.075 mm) material required by the mix
design shall be mineral filler, unless otherwise approved by the Engineer.
4/ The maximum percent passing the #635 (20 µm) sieve shall be ≤ 3
percent.
5/ When establishing the Adjusted Job Mix Formula (AJMF) the percent
passing the #8 (2.36 mm) sieve shall not be adjusted above the
percentage stated on the table.
6/ When establishing the Adjusted Job Mix Formula (AJMF) the percent
passing the #8 (2.36 mm) sieve shall not be adjusted below 34 percent.
Delete Article 1030.04(a)(3) of the Standard Specifications.
Delete Article 1030.04(a)(4) of the Standard Specifications.
Revise Article 1030.04(b)(1) of the Standard Specifications to read:
“(1) High ESAL Mixtures. The target value for the air voids of the HMA shall be 4.0
percent and for IL-4.75 it shall be 3.5 percent at the design number of gyrations. The
VMA and VFA of the HMA design shall be based on the nominal maximum size of
the aggregate in the mix, and shall conform to the following requirements.
-24-
VOLUMETRIC REQUIREMENTS
High ESAL
Voids in the Mineral Aggregate
(VMA),
% minimum
Voids Filled
with Asphalt
Binder
(VFA),
%
Ndesign IL-25.0
IL-19.0
IL-12.5
IL-9.5
IL-4.751/
50 12.0
13.5
14.0
15.0
18.5 65 – 78 2/
70 65 - 75 105
1/ Maximum Draindown for IL-4.75 shall be 0.3 percent
2/ VFA for IL-4.75 shall be 72-85 percent”
Revise the table in Article 1030.04(b)(2) of the Standard Specifications to read:
“VOLUMETRIC REQUIREMENTS
Low ESAL
Mixture
Composition
Design
Compactive
Effort
Design
Air Voids
Target %
VMA
(Voids in the
Mineral
Aggregate),
% min.
VFA (Voids
Filled with
Asphalt
Binder),
%
IL-9.5L NDES =30 4.0 15.0 65-78
IL-19.0L NDES =30 4.0 13.5 N/A”
Replace Article 1030.04(b)(3) of the Standard Specifications with the following:
“(3) SMA Mixtures.
Volumetric Requirements
SMA 1/
Ndesign Design Air Voids
Target %
Voids in the
Mineral Aggregate
(VMA), % min.
Voids Filled
with Asphalt
(VFA), %
80 4/ 3.5
17.0 2/
75 - 83 16.0 3/
1/ Maximum draindown shall be 0.3 percent. The draindown shall be
determined at the JMF asphalt binder content at the mixing temperature plus
30 °F.
2/ Applies when specific gravity of coarse aggregate is ≥ 2.760.
-25-
3/ Applies when specific gravity of coarse aggregate is < 2.760.
4/ Blending of different types of aggregate will not be permitted.
For surface course, the coarse aggregate can be crushed steel slag, crystalline
crushed stone or crushed sandstone. For binder course, coarse aggregate shall
be crushed stone (dolomite), crushed gravel, crystalline crushed stone, or
crushed sandstone.
Delete Article 1030.04(b)(4) of the Standard Specifications.
Delete Article 1030.04(b)(5) from the Supplemental Specifications.
Delete last sentence of the second paragraph of Article 1102.01(a) (13) a.
Add to second paragraph in Article 1102.01 (a) (13) a.:
“As an option, collected bag-house dust may be used in lieu of manufactured mineral filler,
provided; 1) there is enough available for the production of the SMA mix for the entire
project and 2) a mix design was prepared with collected bag-house dust.”
Revise the table in Article 1030.05(d)(2)a. of the Standard Specifications to read:
“Parameter
Frequency of
Tests
High ESAL
Mixture
Low ESAL
Mixture
Test Method
See Manual
of Test
Procedures
for Materials
-26-
“Parameter
Frequency of
Tests
High ESAL
Mixture
Low ESAL
Mixture
Test Method
See Manual
of Test
Procedures
for Materials
Aggregate
Gradation
% passing
sieves:
1/2 in. (12.5
mm),
No. 4 (4.75
mm),
No. 8 (2.36
mm),
No. 30 (600
µm)
No. 200 (75
µm)
1 washed
ignition oven
test on the mix
per half day of
production
Note 3.
Illinois
Procedure
Asphalt
Binder
Content by
Ignition Oven
Note 1.
1 per half day
of production
Illinois-
Modified
AASHTO T
308
VMA
Note 2.
Day’s
production
≥ 1200 tons:
1 per half day
of production
Illinois-
Modified
AASHTO R
35
-27-
“Parameter
Frequency of
Tests
High ESAL
Mixture
Low ESAL
Mixture
Test Method
See Manual
of Test
Procedures
for Materials
Day’s
production
< 1200 tons:
1 per half day
of production
for first
2 days and 1
per day
thereafter (first
sample of the
day)
Air Voids
Bulk Specific
Gravity
of Gyratory
Sample
Note 4.
Day’s
production
≥ 1200 tons:
1 per half day
of production
Illinois-
Modified
AASHTO T
312
Day’s
production
< 1200 tons:
1 per half day
of production
for first
2 days and 1
per day
thereafter (first
sample of the
day)
-28-
“Parameter
Frequency of
Tests
High ESAL
Mixture
Low ESAL
Mixture
Test Method
See Manual
of Test
Procedures
for Materials
Maximum
Specific
Gravity of
Mixture
Day’s
production
≥ 1200 tons:
1 per half day
of production
Illinois-
Modified
AASHTO T
209
Day’s
production
< 1200 tons:
1 per half day
of production
for first
2 days and 1
per day
thereafter (first
sample of the
day)
Note 1. The Engineer may waive the ignition oven requirement for asphalt binder
content if the aggregates to be used are known to have ignition asphalt binder content
calibration factors which exceed 1.5 percent. If the ignition oven requirement is
waived, other Department approved methods shall be used to determine the asphalt
binder content.
Note 2. The Gsb used in the voids in the mineral aggregate (VMA) calculation shall
be the same average Gsb value listed in the mix design.
Note 3. The Engineer reserves the right to require additional hot bin gradations for
batch plants if control problems are evident.
Note 4. The WMA compaction temperature for mixture volumetric testing shall be
270 ± 5 °F (132 ± 3 °C) for quality control testing. The WMA compaction
temperature for quality assurance testing will be 270 ± 5 °F (132 ± 3 °C) if the
mixture is not allowed to cool to room temperature. If the mixture is allowed to cool
to room temperature, it shall be reheated to standard HMA compaction
temperatures.”
-29-
Revise the table in Article 1030.05(d)(2)b. of the Standard Specifications to read:
“Parameter High ESAL Mixture
Low ESAL Mixture
Ratio
Dust/Asphalt Binder 0.6 to 1.2
Moisture 0.3 %”
Revise the Article 1030.05(d)(4) of the Supplemental Specifications to read:
“(4) Control Limits. Target values shall be determined by applying adjustment factors to
the AJMF where applicable. The target values shall be plotted on the control charts
within the following control limits.
“CONTROL LIMITS
Parameter
High ESAL
SMA
Individual
Test
Moving
Avg. of 4
Test Moving
Avg. of 4
Individual
Test
Moving
Avg. of 4
% Passing: 1/
1/2 in. (12.5 mm) ± 6 % ± 4 % ± 6 % ± 4 %
3/8 in. (9.5mm) ± 4 % ± 3 %
No. 4 (4.75 mm) ± 5 % ± 4 % ± 5 % ± 4 %
No. 8 (2.36 mm) ± 5 % ± 3 % ± 4 % ± 2 %
No. 16 (1.18 mm) ± 4 % ± 2 % ± 4 % ± 3 %
No. 30 (600 µm) ± 4 % ± 2.5 % ± 4 % ± 2.5 %
Total Dust Content
No. 200 (75 µm)
± 1.5 % ± 1.0 % % ± 1.5 % ± 1.0 %
Asphalt Binder
Content
± 0.3 % ± 0.2 % ± 0.2 % ± 0.1 % ± 0.3 % ± 0.2 %
Voids ± 1.2 % ± 1.0 % ± 1.2 % ± 1.0 % ± 1.2 % ± 1.0 %
VMA -0.7 % 2/ -0.5 % 2/ -0.7 % 2/ -0.5 % 2/ -0.7 % 2/ -0.5 % 2/
1/ Based on washed ignition oven
2/ Allowable limit below minimum design VMA requirement
DENSITY CONTROL LIMITS
Mixture Composition Parameter Individual Test
IL-4.75 Ndesign = 50 93.0 - 97.4 % 1/
IL-9.5 Ndesign = 90 92.0 - 96.0 %
IL-9.5,IL-9.5L Ndesign < 90 92.5 - 97.4 %
IL-19.0 Ndesign = 90 93.0 - 96.0 %
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IL-19.0, IL-19.0L Ndesign < 90 93.0 2/- 97.4 %
SMA Ndesign = 80 93.5 - 97.4 %
1/ Density shall be determined by cores or by correlated, approved thin lift
nuclear gauge.
2/ 92.0 % when placed as first lift on an unimproved subgrade.”
Revise the table in Article 1030.05(d)(5) of the Supplemental Specifications to read:
“CONTROL CHART
REQUIREMENTS
High ESAL,
Low ESAL, SMA
& IL-4.75
Gradation 1/ 3/
% Passing Sieves:
1/2 in. (12.5 mm) 2/
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 30 (600 µm)
Total Dust Content 1/No. 200 (75 µm)
Asphalt Binder Content
Bulk Specific Gravity
Maximum Specific
Gravity of Mixture
Voids
Density
VMA
1/ Based on washed ignition oven.
2/ Does not apply to IL-4.75.
3/ SMA also requires the 3/8 in. (9.5 mm) sieve.”
Delete Article 1030.05(d)(6)a.1.(b.) of the Standard Specifications.
Delete Article 1030.06(b) of the Standard Specifications.
Delete Article 1102.01(e) of the Standard Specifications.
2) Design Verification and Production
Description. The following states the requirements for Hamburg Wheel and Tensile Strength testing
for High ESAL, IL-4.75, and Stone Matrix Asphalt (SMA) hot-mix asphalt (HMA) mixes during
mix design verification and production.
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Mix Design Testing. Add the following below the referenced AASHTO standards in
Article 1030.04 of the Standard Specifications:
AASHTO T 324 Hamburg Wheel Test
AASHTO T 283 Tensile Strength Test
Add the following to Article 1030.04 of the Standard Specifications:
“(d) Verification Testing. High ESAL, IL-4.75, and SMA mix designs submitted for
verification will be tested to ensure that the resulting mix designs will pass the required
criteria for the Hamburg Wheel Test (IL mod AASHTO T-324) and the Tensile Strength
Test (IL mod AASHTO T-283). The Department will perform a verification test on gyratory
specimens compacted by the Contractor. If the mix fails the Department’s verification test,
the Contractor shall make the necessary changes to the mix and resubmit compacted
specimens to the Department for verification. If the mix fails again, the mix design will be
rejected.
All new and renewal mix designs will be required to be tested, prior to submittal for Department
verification and shall meet the following requirements:
(1) Hamburg Wheel Test criteria. The maximum allowable rut depth shall be
0.5 in. (12.5 mm). The minimum number of wheel passes at the 0.5 in.
(12.5 mm) rut depth criteria shall be based on the high temperature binder grade
of the mix as specified in the mix requirements table of the plans.
Illinois Modified AASHTO T 324 Requirements 1/
Asphalt Binder Grade # Repetitions Max Rut Depth (mm)
PG 70 -XX (or higher) 20,000 12.5
PG 64 -XX (or lower) 10,000 12.5
1/ When produced at temperatures of 275 ± 5 °F (135 ± 3 °C) or less, loose
Warm Mix Asphalt shall be oven aged at 270 ± 5 °F (132 ± 3 °C) for two hours
prior to gyratory compaction of Hamburg Wheel specimens.
Note: For SMA Designs (N-80) the maximum rut depth is 6.0 mm at 20,000
repetitions.
For IL 4.75mm Designs (N-50) the maximum rut depth is 9.0mm at 15,000
repetitions.
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(2) Tensile Strength Criteria. The minimum allowable conditioned tensile
strength shall be 60 psi (415 kPa) for non-polymer modified performance graded
(PG) asphalt binder and 80 psi (550 kPa) for polymer modified PG asphalt
binder. The maximum allowable unconditioned tensile strength shall be 200 psi
(1380 kPa).”
Production Testing. Revise Article 1030.06(a) of the Standard Specifications to read:
“(a) High ESAL, IL-4.75, WMA, and SMA Mixtures. For each contract, a 300 ton
(275 metric tons) test strip, except for SMA mixtures it will be 400 ton (363 metric
ton), will be required at the beginning of HMA production for each mixture with a
quantity of 3000 tons (2750 metric tons) or more according to the Manual of Test
Procedures for Materials “Hot Mix Asphalt Test Strip Procedures”.
Before start-up, target values shall be determined by applying gradation correction
factors to the JMF when applicable. These correction factors shall be determined
from previous experience. The target values, when approved by the Engineer, shall
be used to control HMA production. Plant settings and control charts shall be set
according to target values.
Before constructing the test strip, target values shall be determined by applying
gradation correction factors to the JMF when applicable. After any JMF adjustment,
the JMF shall become the Adjusted Job Mix Formula (AJMF). Upon completion of
the first acceptable test strip, the JMF shall become the AJMF regardless of whether
or not the JMF has been adjusted. If an adjustment/plant change is made, the
Engineer may require a new test strip to be constructed. If the HMA placed during
the initial test strip is determined to be unacceptable to remain in place by the
Engineer, it shall be removed and replaced.
The limitations between the JMF and AJMF are as follows.
Parameter Adjustment
1/2 in. (12.5 mm) ± 5.0 %
No. 4 (4.75 mm) ± 4.0 %
No. 8 (2.36 mm) ± 3.0 %
No. 30 (600 µm) *
No. 200 (75 µm) *
Asphalt Binder
Content
± 0.3 %
* In no case shall the target for the amount passing be greater than the JMF.
Any adjustments outside the above limitations will require a new mix design.
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Mixture sampled to represent the test strip shall include additional material sufficient
for the Department to conduct Hamburg Wheel testing according to Illinois Modified
AASHTO T324 (approximately 60 lb (27 kg) total).
The Contractor shall immediately cease production upon notification by the Engineer
of failing Hamburg Wheel test. All prior produced material may be paved out
provided all other mixture criteria is being met. No additional mixture shall be
produced until the Engineer receives passing Hamburg Wheel tests.
The Department may conduct additional Hamburg Wheel tests on production
material as determined by the Engineer.”
Revise the title of Article 1030.06(b) of the Standard Specifications to read:
“(b) Low ESAL Mixtures.”
Add the following to Article 1030.06 of the Standard Specifications:
“(c) Hamburg Wheel Test. All HMA mixtures shall be sampled within the first 500 tons
(450 metric tons) on the first day of production or during start up with a split reserved for the
Department. The mix sample shall be tested according to the Illinois Modified AASHTO
T 324 and shall meet the requirements specified herein. Mix production shall not exceed
1500 tons (1350 metric tons) or one day’s production, whichever comes first, until the
testing is completed and the mixture is found to be in conformance. The requirement to
cease mix production may be waived if the plant produced mixture demonstrates
conformance prior to start of mix production for a contract.
The Department may conduct additional Hamburg Wheel Tests on production material as
determined by the Engineer. If the mixture fails to meet the Hamburg Wheel criteria, no
further mixture will be accepted until the Contractor takes such action as is necessary to
furnish a mixture meeting the criteria”
The Contractor shall immediately cease production upon notification by the Engineer of failing
Hamburg Wheel test. All prior produced material may be paved out provided all other mixture
criteria are being met. No additional mixture shall be produced until the Engineer receives passing
Hamburg Wheel tests.
Method of Measurement.
Add the following after the fourth paragraph of Article 406.13 (b):
“The plan quantities of SMA mixtures shall be adjusted using the actual approved binder and surface
Mix Design’s Gmb.”
Basis of Payment.
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Replace the seventh paragraph of Article 406.14 of the Standard Specifications with the following:
“For all mixes designed and verified under the Hamburg Wheel criteria, the cost of
furnishing and introducing anti-stripping additives in the HMA will not be paid for
separately, but shall be considered as included in the contract unit price of the HMA item
involved.
No additional compensation will be awarded to the Contractor because of reduced
production rates associated with the addition of the anti-stripping additive.”
GROUND TIRE RUBBER (GTR) , MODIFIED ASPHALT BINDER (D-1)
Effective: June 26, 2006
Revised: January 1, 2013
Add the following to the end of article 1032.05 of the Standard Specifications:
“(c) Ground Tire Rubber (GTR) Modified Asphalt Binder. A quantity of 10.0 to 14.0
percent GTR (Note 1) shall be blended by dry unit weight with a PG 64-28 to make a GTR
70-28 or a PG 58-28 to make a GTR 64-28. The base PG 64-28 and PG 58-28 asphalt
binders shall meet the requirements of Article 1032.05(a). Compatible polymers may be
added during production. The GTR modified asphalt binder shall meet the requirements of
the following table.
Test
Asphalt Grade
GTR 70-28
Asphalt Grade
GTR 64-28
Flash Point (C.O.C.),
AASHTO T 48, °F (°C), min. 450 (232) 450 (232)
Rotational Viscosity,
AASHTO T 316 @ 275 °F (135 °C), Poises,
Pa·s, max.
30 (3) 30 (3)
Softening Point,
AASHTO T 53, °F (°C), min. 135 (57) 130 (54)
Elastic Recovery,
ASTM D 6084, Procedure A (sieve waived)
@ 77 °F, (25 °C), aged, ss,
100 mm elongation, 5 cm/min.,
cut immediately, %, min.
65 65
Note 1. GTR shall be produced from processing automobile and/or light truck tires by the
ambient grinding method. GTR shall not exceed 1/16 in. (2 mm) in any dimension and shall
contain no free metal particles or other materials. A mineral powder (such as talc) meeting
the requirements of AASHTO M 17 may be added, up to a maximum of four percent by
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weight of GTR to reduce sticking and caking of the GTR particles. When tested in
accordance with Illinois modified AASHTO T 27, a 50 g sample of the GTR shall conform
to the following gradation requirements:
Sieve Size Percent Passing
No. 16 (1.18 mm) 100
No. 30 (600 m) 95 5
No. 50 (300 m) > 20
Add the following to the end of Note 1. of article 1030.03 of the Standard Specifications:
“A dedicated storage tank for the Ground Tire Rubber (GTR) modified asphalt binder shall
be provided. This tank must be capable of providing continuous mechanical mixing
throughout by continuous agitation and recirculation of the asphalt binder to provide a
uniform mixture. The tank shall be heated and capable of maintaining the temperature of the
asphalt binder at 300 F to 350 F (149 C to 177 C). The asphalt binder metering systems
of dryer drum plants shall be calibrated with the actual GTR modified asphalt binder
material with an accuracy of 0.40 percent.”
Revise 1030.02(c) of the Standard Specifications to read:
“(c) RAP Materials (Note 3) ………………………………………………..…..1031”
Add the following note to 1030.02 of the Standard Specifications:
Note 3. When using reclaimed asphalt pavement and/or reclaimed asphalt shingles, the
maximum asphalt binder replacement percentage shall be according to the most recent
special provision for recycled materials.
RECLAIMED ASPHALT SHINGLES
The use of “RECLAIMED ASPHALT SHINGLES” (RAS) on this project shall be 0.
RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES (D-1)
Effective: November 1, 2012
Revise: August 15, 2014
Revise Section 1031 of the Standard Specifications to read:
“SECTION 1031. RECLAIMED ASPHALT PAVEMENT AND RECLAIMED
ASPHALT SHINGLES
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1031.01 Description. Reclaimed asphalt pavement and reclaimed asphalt shingles shall be
according to the following.
(a) Reclaimed Asphalt Pavement (RAP). RAP is the material resulting from cold milling
or crushing an existing hot-mix asphalt (HMA) pavement. RAP will be considered processed
FRAP after completion of both crushing and screening to size. The Contractor shall supply
written documentation that the RAP originated from routes or airfields under federal, state,
or local agency jurisdiction.
(b) Reclaimed Asphalt Shingles (RAS). Reclaimed asphalt shingles (RAS). RAS is
from the processing and grinding of preconsumer or post-consumer shingles. RAS shall be a
clean and uniform material with a maximum of 0.5 percent unacceptable material, as defined
in Bureau of Materials and Physical Research Policy Memorandum “Reclaimed Asphalt
Shingle (RAS) Sources”, by weight of RAS. All RAS used shall come from a Bureau of
Materials and Physical Research approved processing facility where it shall be ground and
processed to 100 percent passing the 3/8 in. (9.5 mm) sieve and 90 percent passing the #4
(4.75 mm) sieve . RAS shall meet the testing requirements specified herein. In addition,
RAS shall meet the following Type 1 or Type 2 requirements.
(1) Type 1. Type 1 RAS shall be processed, preconsumer asphalt shingles
salvaged from the manufacture of residential asphalt roofing shingles.
(2) Type 2. Type 2 RAS shall be processed post-consumer shingles only,
salvaged from residential, or four unit or less dwellings not subject to the National
Emission Standards for Hazardous Air Pollutants (NESHAP).
1031.02 Stockpiles. RAP and RAS stockpiles shall be according to the following.
(a) RAP Stockpiles. The Contractor shall construct individual, sealed RAP stockpiles meeting
one of the following definitions. Additional processed RAP (FRAP) shall be stockpiled in a
separate working pile, as designated in the QC Plan, and only added to the sealed stockpile
when test results for the working pile are complete and are found to meet tolerances
specified herein for the original sealed FRAP stockpile. Stockpiles shall be sufficiently
separated to prevent intermingling at the base. All stockpiles (including unprocessed RAP
and FRAP) shall be identified by signs indicating the type as listed below (i.e. “Non-
Quality, FRAP -#4 or Type 2 RAS”, etc…).
(1) Fractionated RAP (FRAP). FRAP shall consist of RAP from Class I, Superpave
HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in FRAP shall be
crushed aggregate and may represent more than one aggregate type and/or quality but shall
be at least C quality. All FRAP shall be processed prior to testing and sized into fractions
with the separation occurring on or between the #4 (4.75 mm) and 1/2 in. (12.5 mm) sieves.
Agglomerations shall be minimized such that 100 percent of the RAP in the coarse fraction
shall pass the maximum sieve size specified for the mix the FRAP will be used in.
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(2) Restricted FRAP (B quality) stockpiles shall consist of RAP from Class I, Superpave
(High ESAL), or HMA (High ESAL). If approved by the Engineer, the aggregate from a
maximum 3.0 inch single combined pass of surface/binder milling will be classified as B
quality. All millings from this application will be processed into FRAP as described
previously.
(3) Conglomerate. Conglomerate RAP stockpiles shall consist of RAP from Class I,
Superpave HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in
this RAP shall be crushed aggregate and may represent more than one aggregate type and/or
quality but shall be at least C quality. This RAP may have an inconsistent gradation and/or
asphalt binder content prior to processing. All conglomerate RAP shall be processed
(FRAP) prior to testing. Conglomerate RAP stockpiles shall not contain steel slag or other
expansive material as determined by the Department.
(4) Conglomerate “D” Quality (DQ). Conglomerate DQ RAP stockpiles shall consist of
RAP from HMA shoulders, bituminous stabilized subbases or Superpave (Low ESAL)/HMA
(Low ESAL) IL-19.0L binder mixture. The coarse aggregate in this RAP may be crushed or
round but shall be at least D quality. This RAP may have an inconsistent gradation and/or
asphalt binder content. Conglomerate DQ RAP stockpiles shall not contain steel slag or
other expansive material as determined by the Department.
(5) Non-Quality. RAP stockpiles that do not meet the requirements of the stockpile
categories listed above shall be classified as “Non-Quality”.
RAP or FRAP containing contaminants, such as earth, brick, sand, concrete, sheet asphalt,
bituminous surface treatment (i.e. chip seal), pavement fabric, joint sealants, plant cleanout etc.,
will be unacceptable unless the contaminants are removed to the satisfaction of the Engineer.
Sheet asphalt shall be stockpiled separately.
(b) RAS Stockpiles. Type 1 and Type 2 RAS shall be stockpiled separately and shall be
sufficiently separated to prevent intermingling at the base. Each stockpile shall be signed
indicating what type of RAS is present.
However, a RAS source may submit a written request to the Department for approval to blend
mechanically a specified ratio of type 1 RAS with type 2 RAS. The source will not be permitted
to change the ratio of the blend without the Department prior written approval. The Engineer’s
written approval will be required, to mechanically blend RAS with any fine aggregate produced
under the AGCS, up to an equal weight of RAS, to improve workability. The fine aggregate shall
be “B Quality” or better from an approved Aggregate Gradation Control System source. The fine
aggregate shall be one that is approved for use in the HMA mixture and accounted for in the mix
design and during HMA production.
Records identifying the shingle processing facility supplying the RAS, RAS type and lot number
shall be maintained by project contract number and kept for a minimum of three years.
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1031.03 Testing. FRAP and RAS testing shall be according to the following.
(a) FRAP Testing. When used in HMA, the FRAP shall be sampled and tested either during
processing or after stockpiling. It shall also be sampled during HMA production.
(1) During Stockpiling. For testing during stockpiling, washed extraction samples shall
be run at the minimum frequency of one sample per 500 tons (450 metric tons) for
the first 2000 tons (1800 metric tons) and one sample per 2000 tons
(1800 metric tons) thereafter. A minimum of five tests shall be required for
stockpiles less than 4000 tons (3600 metric tons).
(2) Incoming Material. For testing as incoming material, washed extraction samples
shall be run at a minimum frequency of one sample per 2000 tons (1800 metric tons)
or once per week, whichever comes first.
(3) After Stockpiling. For testing after stockpiling, the Contractor shall submit a plan
for approval to the District proposing a satisfactory method of sampling and testing
the RAP/FRAP pile either in-situ or by restockpiling. The sampling plan shall meet
the minimum frequency required above and detail the procedure used to obtain
representative samples throughout the pile for testing.
Before extraction, each field sample of FRAP, shall be split to obtain two samples of test sample
size. One of the two test samples from the final split shall be labeled and stored for Department
use. The Contractor shall extract the other test sample according to Department procedure. The
Engineer reserves the right to test any sample (split or Department-taken) to verify Contractor
test results.
(b) RAS Testing. RAS shall be sampled and tested during stockpiling according to Bureau of
Materials and Physical Research Policy Memorandum, “Reclaimed Asphalt Shingle (RAS)
Sources”. The Contractor shall also sample as incoming material at the HMA plant.
(1) During Stockpiling. Washed extraction and testing for unacceptable materials shall
be run at the minimum frequency of one sample per 200 tons (180 metric tons) for
the first 1000 tons (900 metric tons) and one sample per 1000 tons (900 metric tons)
thereafter. A minimum of five samples are required for stockpiles less than
1000 tons (900 metric tons). Once a ≤ 1000 ton (900 metric ton), five-sample/test
stockpile has been established it shall be sealed. Additional incoming RAS shall be
in a separate working pile as designated in the Quality Control plan and only added
to the sealed stockpile when the test results of the working pile are complete and are
found to meet the tolerances specified herein for the original sealed RAS stockpile.
(2) Incoming Material. For testing as incoming material at the HMA plant, washed
extraction shall be run at the minimum frequency of one sample per 250 tons (227
metric tons). A minimum of five samples are required for stockpiles less than
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1000 tons (900 metric tons). The incoming material test results shall meet the
tolerances specified herein.
The Contractor shall obtain and make available all test results from start of the initial
stockpile sampled and tested at the shingle processing facility in accordance with the
facility’s QC Plan.
Before extraction, each field sample shall be split to obtain two samples of test sample size.
One of the two test samples from the final split shall be labeled and stored for Department
use. The Contractor shall extract the other test sample according to Department procedures.
The Engineer reserves the right to test any sample (split or Department-taken) to verify
Contractor test results.
1031.04 Evaluation of Tests. Evaluation of tests results shall be according to the following.
(a) Evaluation of FRAP Test Results. All test results shall be compiled to include asphalt binder
content, gradation and, when applicable (for slag), Gmm. A five test average of results from
the original pile will be used in the mix designs. Individual extraction test results run
thereafter, shall be compared to the average used for the mix design, and will be accepted if
within the tolerances listed below.
Parameter FRAP
No. 4 (4.75 mm) 6 %
No. 8 (2.36 mm) 5 %
No. 30 (600 m) 5 %
No. 200 (75 m) 2.0 %
Asphalt Binder 0.3 %
Gmm 0.03 1/
1/ For stockpile with slag or steel slag present as determined in the current
Manual of Test Procedures Appendix B 21, “Determination of Reclaimed
Asphalt Pavement Aggregate Bulk Specific Gravity”.
If any individual sieve and/or asphalt binder content tests are out of the above tolerances
when compared to the average used for the mix design, the FRAP stockpile shall not be used
in Hot-Mix Asphalt unless the FRAP representing those tests is removed from the stockpile.
All test data and acceptance ranges shall be sent to the District for evaluation.
The Contractor shall maintain a representative moving average of five tests to be used for
Hot-Mix Asphalt production.
With the approval of the Engineer, the ignition oven may be substituted for extractions according
to the Illinois Test Procedure, “Calibration of the Ignition Oven for the Purpose of
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Characterizing Reclaimed Asphalt Pavement (RAP)” or Illinois Modified AASHTO T-164-11,
Test Method A.
(b) Evaluation of RAS Test Results. All of the test results, with the exception of percent
unacceptable materials, shall be compiled and averaged for asphalt binder content and
gradation. A five test average of results from the original pile will be used in the mix
designs. Individual test results run thereafter, when compared to the average used for the mix
design, will be accepted if within the tolerances listed below.
Parameter RAS
No. 8 (2.36 mm) ± 5 %
No. 16 (1.18 mm) ± 5 %
No. 30 (600 µm) ± 4 %
No. 200 (75 µm) ± 2.5 %
Asphalt Binder Content ± 2.0 %
If any individual sieve and/or asphalt binder content tests are out of the above tolerances when
compared to the average used for the mix design, the RAS shall not be used in Hot-Mix Asphalt
unless the RAS representing those tests is removed from the stockpile. All test data and
acceptance ranges shall be sent to the District for evaluation.
(c) Quality Assurance by the Engineer. The Engineer may witness the sampling and splitting
conduct assurance tests on split samples taken by the Contractor for quality control testing a
minimum of once a month.
The overall testing frequency will be performed over the entire range of Contractor samples for
asphalt binder content and gradation. The Engineer may select any or all split samples for
assurance testing. The test results will be made available to the Contractor as soon as they
become available.
The Engineer will notify the Contractor of observed deficiencies.
Differences between the Contractor’s and the Engineer’s split sample test results will be
considered acceptable if within the following limits.
Test Parameter Acceptable Limits of Precision
% Passing:1/ FRAP RAS
1 / 2 in. 5.0%
No. 4 5.0%
No. 8 3.0% 4.0%
No. 30 2.0% 3.0%
No. 200 2.2% 2.5%
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Asphalt Binder Content 0.3% 1.0%
Gmm 0.030
1/ Based on washed extraction.
In the event comparisons are outside the above acceptable limits of precision, the Engineer will
immediately investigate.
(d) Acceptance by the Engineer. Acceptable of the material will be based on the validation of
the Contractor’s quality control by the assurance process.
1031.05 Quality Designation of Aggregate in RAP and FRAP.
(a) RAP. The aggregate quality of the RAP for homogenous, conglomerate, and conglomerate
“D” quality stockpiles shall be set by the lowest quality of coarse aggregate in the RAP stockpile
and are designated as follows.
(1) RAP from Class I, Superpave/HMA (High ESAL), or (Low ESAL) IL-9.5L surface
mixtures are designated as containing Class B quality coarse aggregate.
(2) RAP from Superpave/HMA (Low ESAL) IL-19.0L binder mixture is designated as
Class D quality coarse aggregate.
(3) RAP from Class I, Superpave/HMA (High ESAL) binder mixtures, bituminous base
course mixtures, and bituminous base course widening mixtures are designated as containing
Class C quality coarse aggregate.
(4) RAP from bituminous stabilized subbase and BAM shoulders are designated as
containing Class D quality coarse aggregate.
(b) FRAP. If the Engineer has documentation of the quality of the FRAP aggregate, the
Contractor shall use the assigned quality provided by the Engineer.
If the quality is not known, the quality shall be determined as follows. Fractionated RAP stockpiles
containing plus #4 (4.75 mm) sieve coarse aggregate shall have a maximum tonnage of 5,000 tons
(4,500 metric tons). The Contractor shall obtain a representative sample witnessed by the Engineer.
The sample shall be a minimum of 50 lb (25 kg). The sample shall be extracted according to
Illinois Modified AASHTO T 164 by a consultant prequalified by the Department for the specified
testing. The consultant shall submit the test results along with the recovered aggregate to the
District Office. The cost for this testing shall be paid by the Contractor. The District will forward
the sample to the BMPR Aggregate Lab for MicroDeval Testing, according to Illinois Modified
AASHTO T 327. A maximum loss of 15.0 percent will be applied for all HMA applications. The
fine aggregate portion of the fractionated RAP shall not be used in any HMA mixtures that require a
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minimum of “B” quality aggregate or better, until the coarse aggregate fraction has been determined
to be acceptable thru a MicroDeval Testing.
1031.06 Use of FRAP and/or RAS in HMA. The use of FRAP and/or RAS shall be a
Contractor’s option when constructing HMA in all contracts.
(a) FRAP. The use of FRAP in HMA shall be as follows.
(1) Coarse Aggregate Size (after extraction). The coarse aggregate in all FRAP shall be
equal to or less than the nominal maximum size requirement for the HMA mixture to be
produced.
(2) Steel Slag Stockpiles. FRAP stockpiles containing steel slag or other expansive
material, as determined by the Department, shall be homogeneous and will be approved for
use in HMA (High ESAL and Low ESAL) mixtures regardless of lift or mix type.
(3) Use in HMA Surface Mixtures (High and Low ESAL). FRAP stockpiles for use in
HMA surface mixtures (High and Low ESAL) shall have coarse aggregate that is Class B
quality or better. FRAP shall be considered equivalent to limestone for frictional
considerations unless produced/screened to minus 3/8 inch.
(4) Use in HMA Binder Mixtures (High and Low ESAL), HMA Base Course, and HMA
Base Course Widening. FRAP stockpiles for use in HMA binder mixtures (High and Low
ESAL), HMA base course, and HMA base course widening shall be FRAP in which the
coarse aggregate is Class C quality or better.
(5) Use in Shoulders and Subbase. FRAP stockpiles for use in HMA shoulders and
stabilized subbase (HMA) shall be FRAP, Restricted FRAP, conglomerate, or conglomerate
DQ.
(b) RAS. RAS meeting Type 1 or Type 2 requirements will be permitted in all HMA
applications as specified herein.
(c) FRAP and/or RAS Usage Limits. Type 1 or Type 2 RAS may be used alone or in
conjunction with FRAP in HMA mixtures up to a maximum of 5.0% by weight of the total
mix.
When FRAP is used alone or FRAP is used in conjunction with RAS, the percent of virgin
asphalt binder replacement (ABR) shall not exceed the amounts indicated in the table below for
a given N Design.
Max Asphalt Binder Replacement for FRAP with RAS Combination
HMA Mixtures 1/ 2/ Maximum % ABR
Ndesign Binder/Leveling Surface Polymer
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Binder Modified 3/
30L 50 40 10
50 40 35 10
70 40 30 10
90 40 30 104/
4.75 mm N-50 30
SMA N-80 20
1/ For HMA “All Other” (shoulder and stabilized subbase) N-30, the percent
asphalt binder replacement shall not exceed 50% of the total asphalt binder in the
mixture.
2/ When the binder replacement exceeds 15 percent for all mixes, except for
SMA and IL-4.75, the high and low virgin asphalt binder grades shall each be
reduced by one grade (i.e. 25 percent binder replacement using a virgin asphalt
binder grade of PG64-22 will be reduced to a PG58-28). When constructing full
depth HMA and the ABR is less than 15 percent, the required virgin asphalt
binder grade shall be PG64-28.
3/ When the ABR for SMA or IL-4.75 is 15 percent or less, the required virgin
asphalt binder shall be SBS PG76-22 and the elastic recovery shall be a
minimum of 80. When the ABR for SMA or IL-4.75 exceeds 15%, the virgin
asphalt binder grade shall be SBS PG70-28 and the elastic recovery shall be a
minimum of 80.
4/ For polymerized surface mix used for overlays, with up to 10 percent ABR, a
SBS PG70-22 will be required. However, if used in full depth HMA, a SBS
PG70-28 will be required.
1031.07 HMA Mix Designs. At the Contractor’s option, HMA mixtures may be constructed
utilizing RAP/FRAP and/or RAS material meeting the detailed requirements specified herein.
(a) FRAP and/or RAS. FRAP and /or RAS mix designs shall be submitted for verification. If
additional FRAP or RAS stockpiles are tested and found to be within tolerance, as defined
under “Evaluation of Tests” herein, and meet all requirements herein, the additional FRAP or
RAS stockpiles may be used in the original design at the percent previously verified.
(b) RAS. Type 1 and Type 2 RAS are not interchangeable in a mix design. A RAS stone bulk
specific gravity (Gsb) of 2.500 shall be used for mix design purposes.
1031.08 HMA Production. HMA production utilizing FRAP and/or RAS shall be as follows.
To remove or reduce agglomerated material, a scalping screen, gator, crushing unit, or comparable
sizing device approved by the Engineer shall be used in the RAS and FRAP feed system to remove
-44-
or reduce oversized material. If material passing the sizing device adversely affects the mix
production or quality of the mix, the sizing device shall be set at a size specified by the Engineer.
If during mix production, corrective actions fail to maintain FRAP, RAS or QC/QA test results
within control tolerances or the requirements listed herein the Contractor shall cease production of
the mixture containing FRAP or RAS and conduct an investigation that may require a new mix
design.
(a) RAS. RAS shall be incorporated into the HMA mixture either by a separate weight depletion
system or by using the RAP weigh belt. Either feed system shall be interlocked with the
aggregate feed or weigh system to maintain correct proportions for all rates of production
and batch sizes. The portion of RAS shall be controlled accurately to within ± 0.5 percent of
the amount of RAS utilized. When using the weight depletion system, flow indicators or
sensing devices shall be provided and interlocked with the plant controls such that the
mixture production is halted when RAS flow is interrupted.
(b) HMA Plant Requirements. HMA plants utilizing FRAP and/or RAS shall be capable of
automatically recording and printing the following information.
(1) Dryer Drum Plants.
a. Date, month, year, and time to the nearest minute for each print.
b. HMA mix number assigned by the Department.
c. Accumulated weight of dry aggregate (combined or individual) in tons
(metric tons) to the nearest 0.1 ton (0.1 metric ton).
d. Accumulated dry weight of RAS and FRAP in tons (metric tons) to the
nearest 0.1 ton (0.1 metric ton).
e. Accumulated mineral filler in revolutions, tons (metric tons), etc. to the
nearest 0.1 unit.
f. Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the
nearest 0.1 unit.
g. Residual asphalt binder in the RAS and FRAP material as a percent of the
total mix to the nearest 0.1 percent.
h. Aggregate RAS and FRAP moisture compensators in percent as set on the
control panel. (Required when accumulated or individual aggregate and RAS and
FRAP are printed in wet condition.)
i. When producing mixtures with FRAP and/or RAS, a positive dust control system
-45-
shall be utilized.
j. Accumulated mixture tonnage.
k. Dust Removed (accumulated to the nearest 0.1 ton)
(3) Batch Plants.
a. Date, month, year, and time to the nearest minute for each print.
b. HMA mix number assigned by the Department.
c. Individual virgin aggregate hot bin batch weights to the nearest pound
(kilogram).
d. Mineral filler weight to the nearest pound (kilogram).
f. RAS and FRAP weight to the nearest pound (kilogram).
g. Virgin asphalt binder weight to the nearest pound (kilogram).
h. Residual asphalt binder in the RAS and FRAP material as a percent of the
total mix to the nearest 0.1 percent.
The printouts shall be maintained in a file at the plant for a minimum of one year or as
directed by the Engineer and shall be made available upon request. The printing system will
be inspected by the Engineer prior to production and verified at the beginning of each
construction season thereafter.
1031.09 RAP in Aggregate Surface Course and Aggregate Shoulders. The use of
RAP or FRAP in aggregate surface course and aggregate shoulders shall be as follows.
(a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031.02, except
“Non-Quality” and “FRAP”. The testing requirements of Article 1031.03 shall not apply. RAP used
to construct aggregate surface course and aggregate shoulders shall be according to the current
Bureau of Materials and Physical Research’s Policy Memorandum, “Reclaimed Asphalt Pavement
(RAP) for Aggregate Applications”
(b) Gradation. One hundred percent of the RAP material shall pass the 1 1/2 in. (37.5mm) sieve.
The RAP material shall be reasonably well graded from coarse to fine. RAP material that is gap-
graded, FRAP, or single sized will not be accepted for use as Aggregate Surface Course and
Aggregate Shoulders.”
-46-
PRECONSTRUCTION VIDEO RECORDING
This work consists of providing color video and audio recording of construction areas prior to the
start of construction, including coverage of all areas that will be affected by the construction or
installation of pipelines such as driveways, fences, trees or plantings, or other items that may be
damaged or have to be removed and replaced as a part of the construction.
The contractor shall provide new ½-inch, high energy, extended still frame capable, color video tape
cassettes. Each video shall begin with current date, project name, and Owner, followed by
descriptions of the general location, street names, addresses, and data that describes location and
subject of viewing. The video shall be taped at a rate of speed not exceeding 48 feet per minute, and
panning rates and zoom-in or zoom-out rates shall be controlled to provide clarity of object during
playback. The finished product shall be provided with bright, sharp, clear pictures and accurate
colors free from distortion, tearing, rolls, or other forms of picture imperfection. The audio shall
have proper volume and clarity. All recording shall be done at good times of visibility, and when no
more than 10 percent of snow or fallen leave cover is present. The areas shall not be recorded earlier
than 6 months prior to the start of construction.
The recording shall be submitted to the Owner or the Owner’s Engineer for review prior to
commencement of any construction, and receive acceptance of recordings prior to
commencement of construction. Any areas found not acceptable to the Owner shall be re- filmed at
no additional cost to the contract. The final recording shall be transferred onto DVD and both the
DVD and video recording shall be presented in a manner acceptable to the Owner.
At the option of the Contractor, and only if the Owner does not specifically request video tape
cassettes, videos may be digitally recorded directly to a DVD with initial submittal on a DVD
instead of video tape.
Basis of Payment. This work will be paid for at contract lump sum price for
PRECONSTRUCTION VIDEO RECORDING.
CONTINGENCY ALLOWANCE
This item is a contingent cash allocation to be used as determined by the Engineer, If
necessary. When additional work not included in the contract documents is requested in writing by
the Engineer, it shall be measured and paid for as described in Articles 104.02 and 109.04 of the
Standard Specifications and included in this item.
Prior to the final payment, an appropriate Request for Change in Plans will be authorized as
recommended by the Engineer to reflect actual amounts due to the Contractor on work covered by
the Contingency Allowance(s) and the contract quantity shall be correspondingly adjusted.
Basis of Payment. This work will be paid for at the contract unit price per dollar for
CONTINGENCY ALLOWANCE. The total bid amount for this item shall be $10,000.
-47-
MAINTENANCE GUARANTEE
The Contractor shall execute and deliver to the Village of Plainfield, before final payment will be
issued, a written warranty, in a form satisfactory to the Village, which guarantees that the work is in
accordance with the Contract Documents and will not be defective. This warranty shall guarantee
this work for a period of 1-year from the date of acceptance of the work and final payment from the
Village.
EXISTING CONDITIONS
TYPICAL SIDEWALK REMOVAL AND REPLACEMENT TYPICAL SIDEWALK REMOVAL AND REPLACEMENT
TYPICAL TYPE B CURB REMOVAL AND REPLACEMENT TYPICAL CURB AND GUTTER REMOVAL AND REPLACEMENT
Vi
l
l
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of
Pl
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Do
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Pl
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f
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Co
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Sid
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(S
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Co
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Si
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(S
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(SF
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6"
(S
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(SF
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Co
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Curb and
Gu
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Replacement (LF)Concrete Curb Type "B" Removal and Replacement (LF )
1
24
2
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15
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25
4
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6
Lo
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1
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Lo
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p
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54
6
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11
7
24
1
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0
Lo
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15
0
1
5
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8
24
1
1
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9
24
1
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Lo
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p
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60
0
6
0
0
10
24
1
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91 6
11
24
0
4
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12
24
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4
7
Lo
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(S
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24
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30
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75
7
5
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3
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15
24
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2
2
Lo
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10
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24
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1
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Lo
c
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p
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St
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12
5
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2
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17
24
0
1
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Lo
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p
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St
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35
0
3
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18
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8
Lo
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20
0
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19
24
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1
8
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(2
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4
7
L
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w
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7
5
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4
7
L
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p
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p
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C
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1
5
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(2
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2
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1
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2
3
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S
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r
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t
)
Si
d
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w
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7
5
S
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2
3
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p
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3
9
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(2
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0
2
3
L
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c
k
p
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a
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G
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1
0
F
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(2
4
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2
2
L
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c
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p
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t
S
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Si
d
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w
a
l
k
-
1
2
5
S
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(2
4
0
1
8
L
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c
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p
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S
t
r
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)
Cu
r
b
a
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G
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2
4
F
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(2
4
0
1
2
L
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c
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p
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r
t
S
t
r
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e
t
)
Si
d
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w
a
l
k
-
3
5
0
S
F
(2
4
0
1
2
L
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c
k
p
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r
t
S
t
r
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t
)
Si
d
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w
a
l
k
-
2
0
0
S
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4
0
0
8
L
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c
k
p
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r
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S
t
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)
BDE SPECIAL PROVISIONS
For the January 16 and March 6, 2015 Lettings
The following special provisions indicated by an “x” are applicable to this contract and will be included by the Project
Development and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting.
File Name # Special Provision Title Effective Revised
80240 1 Above Grade Inlet Protection July 1, 2009 Jan. 1, 2012
80099 2 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2014
80274 3 Aggregate Subgrade Improvement April 1, 2012 Jan. 1, 2013
80192 4 Automated Flagger Assistance Device Jan. 1, 2008
80173 5 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2013
80241 6 Bridge Demolition Debris July 1, 2009
5026I 7 Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010
5048I 8 Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010
5049I 9 Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010
5053I 10 Building Removal-Case IV (No Asbestos) Sept. 1, 1990 April 1, 2010
* 80310 11 Coated Galvanized Steel Conduit Jan. 1, 2013 Jan. 1, 2015
* 80341 12 Coilable Nonmetallic Conduit Aug. 1, 2014 Jan. 1, 2015
80198 13 Completion Date (via calendar days) April 1, 2008
80199 14 Completion Date (via calendar days) Plus Working Days April 1, 2008
80293 15 Concrete Box Culverts with Skews > 30 Degrees and Design Fills ≤ 5
Feet
April 1, 2012 April 1, 2014
80294 16 Concrete Box Culverts with Skews ≤ 30 Degrees Regardless of
Design Fill and Skews > 30 Degrees with Design Fills > 5 Feet
April 1, 2012 April 1, 2014
80311 17 Concrete End Sections for Pipe Culverts Jan. 1, 2013
80334 18 Concrete Gutter, Curb, Median, and Paved Ditch April 1, 2014 Aug. 1, 2014
80277 19 Concrete Mix Design – Department Provided Jan. 1, 2012 Jan. 1, 2014
80261 20 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014
80335 21 Contract Claims April 1, 2014
80029 22 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Aug. 2, 2011
80265 23 Friction Aggregate Jan. 1, 2011 Nov. 1, 2014
80229 24 Fuel Cost Adjustment April 1, 2009 July 1, 2009
80329 25 Glare Screen Jan. 1, 2014
80304 26 Grooving for Recessed Pavement Markings Nov. 1, 2012 Aug. 1, 2014
80246 27 Hot-Mix Asphalt – Density Testing of Longitudinal Joints Jan. 1, 2010 April 1, 2012
80322 28 Hot-Mix Asphalt – Mixture Design Composition and Volumetric
Requirements
Nov. 1, 2013 Nov. 1, 2014
80323 29 Hot-Mix Asphalt – Mixture Design Verification and Production Nov. 1, 2013 Nov. 1, 2014
80347 30 Hot-Mix Asphalt – Pay for Performance Using Percent Within Limits –
Jobsite Sampling
Nov. 1, 2014
80348 31 Hot-Mix Asphalt – Prime Coat Nov. 1, 2014
80315 32 Insertion Lining of Culverts Jan. 1, 2013 Nov. 1, 2013
* 80351 33 Light Tower Jan. 1, 2015
80336 34 Longitudinal Joint and Crack Patching April 1, 2014
80324 35 LRFD Pipe Culvert Burial Tables Nov. 1, 2013 Nov. 1, 2014
80325 36 LRFD Storm Sewer Burial Tables Nov. 1, 2013 Nov. 1, 2014
80045 37 Material Transfer Device June 15, 1999 Aug. 1, 2014
* 80342 38 Mechanical Side Tie Bar Inserter Aug. 1, 2014 Jan. 1, 2015
80165 39 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010
80337 40 Paved Shoulder Removal April 1, 2014
80349 41 Pavement Marking Blackout Tape Nov. 1, 2014
80298 42 Pavement Marking Tape Type IV April 1, 2012
80254 43 Pavement Patching Jan. 1, 2010
File Name # Special Provision Title Effective Revised
* 80352 44 Pavement Striping - Symbols Jan. 1, 2015
* 80353 45 Portland Cement Concrete Inlay or Overlay Jan. 1, 2015
80338 46 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching April 1, 2014
80343 47 Precast Concrete Handhole Aug. 1, 2014
80300 48 Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012
80328 49 Progress Payments Nov. 2, 2013
3426I 50 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006
80157 51 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006
80306 52 Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt
Shingles (RAS)
Nov. 1, 2012 April 1, 2014
80350 53 Retroreflective Sheeting for Highway Signs Nov. 1, 2014
80327 54 Reinforcement Bars Nov. 1, 2013
80344 55 Rigid Metal Conduit Aug. 1, 2014
* 80354 56 Sidewalk, Corner, or Crosswalk Closure Jan. 1, 2015
80340 57 Speed Display Trailer April 2, 2014
80127 58 Steel Cost Adjustment April 2, 2004 April 1, 2009
80317 59 Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013
* 80355 60 Temporary Concrete Barrier Jan. 1, 2015
80301 61 Tracking the Use of Pesticides Aug. 1, 2012
* 80356 62 Traffic Barrier Terminals Type 6 or 6B Jan. 1, 2015
20338 63 Training Special Provisions Oct. 15, 1975
80318 64 Traversable Pipe Grate Jan. 1, 2013 April 1, 2014
80345 65 Underpass Luminaire Aug. 1, 2014
* 80357 66 Urban Half Road Closure with Mountable Median Jan. 1, 2015
80346 67 Waterway Obstruction Warning Luminaire Aug. 1, 2014
80288 68 Warm Mix Asphalt Jan. 1, 2012 Nov. 1, 2014
80302 69 Weekly DBE Trucking Reports June 2, 2012
80289 70 Wet Reflective Thermoplastic Pavement Marking Jan. 1, 2012
80071 71 Working Days Jan. 1, 2002
The following special provisions are in the 2015 Supplemental Specifications and Recurring Special Provisions:
File Name Special Provision Title New Location Effective Revised
80292 Coarse Aggregate in Bridge Approach
Slabs/Footings
Articles 1004.01(b) and
1004.02(f)
April 1, 2012 April 1, 2013
80303 Granular Materials Articles 1003.04, 1003.04(c),
and 1004.05(c)
Nov. 1, 2012
80330 Pavement Marking for Bike Symbol Article 780.14 Jan. 1, 2014
80331 Payrolls and Payroll Records Recurring CS #1 and #5 Jan. 1, 2014
80332 Portland Cement Concrete – Curing of Abutments
and Piers
Article 1020.13 Jan. 1, 2014
80326 Portland Cement Concrete Equipment Article 1103.03(a)(5) Nov. 1, 2013
80281 Quality Control/Quality Assurance of Concrete
Mixtures
Recurring CS #31 Jan. 1, 2012 Jan. 1, 2014
80283 Removal and Disposal of Regulated Substances Articles 669.01, 669.08,
669.09, 669.14, and 669.16
Jan. 1, 2012 Nov. 2, 2012
80319 Removal and Disposal of Surplus Materials Article 202.03 Nov. 2, 2012
80307 Seeding Article 250.07 Nov. 1, 2012
80339 Stabilized Subbase Article 312.06 April 1, 2014
80333 Traffic Control Setup and Removal
Freeway/Expressway
Articles 701.18(l) and
701.19(a)
Jan. 1, 2014
The following special provisions require additional information from the designer. The additional information needs to be
included in a separate document attached to this check sheet. The Project Development and Implementation section will then
include the information in the applicable special provision. The Special Provisions are:
Bridge Demolition Debris Building Removal-Case IV Material Transfer Device
Building Removal-Case I Completion Date Railroad Protective Liability Insurance
Building Removal-Case II
Building Removal-Case III
Completion Date Plus Working Days
DBE Participation
Training Special Provisions
Working Days
LR107-4
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
INSURANCE
Effective: February 1, 2007
Revised: August 1, 2007
All references to Sections or Articles in this specification shall be construed to mean specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
The Contractor shall name the following entities as additional insured under the Contractor’s
general liability insurance policy in accordance with Article 107.27:
The entities listed above and their officers, employees, and agents shall be indemnified and
held harmless in accordance with Article 107.26.
LR 109
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
EQUIPMENT RENTAL RATES
Effective: January 1, 2012
All references to Sections or Articles in this specification shall be construed to mean a specific Section or
Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of
Transportation.
Replace Article 109.04(b)(4) with the following:
"(4) Equipment. For any machinery or special equipment (other than small tools) the use of which
has been authorized by the Engineer, the Contractor will be paid according to the latest revision
of “SCHEDULE OF AVERAGE ANNUAL EQUIPMENT OWNERSHIP EXPENSE” and latest
index factor as issued by the Illinois Department of Transportation. The equipment should be of
a type and size reasonably required to complete the extra work.”
CONCRETE GUTTER, CURB, MEDIAN, AND PAVED DITCH (BDE)
Effective: April 1, 2014
Revised: August 1, 2014
Add the following to Article 606.02 of the Standard Specifications:
“ (i) Polyurethane Joint Sealant .................................................................................. 1050.04”
Revise the fifth paragraph of Article 606.07 of the Standard Specifications to read:
“Transverse contraction and longitudinal construction joints shall be sealed according to
Article 420.12, except transverse joints in concrete curb and gutter shall be sealed with
polysulfide or polyurethane joint sealant.”
Add the following to Section 1050 of the Standard Specifications:
“1050.04 Polyurethane Joint Sealant. The joint sealant shall be a polyurethane sealant,
Type S, Grade NS, Class 25 or better, Use T (T1 or T2), according to ASTM C 920.”
80334
CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE)
Effective: June 1, 2010
Revised: November 1, 2014
The reduction of emissions of particulate matter (PM) for off-road equipment shall be
accomplished by installing retrofit emission control devices. The term “equipment” refers to
diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of
seven calendar days over the course of the construction period on the jobsite (including rental
equipment).
Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall
be retrofitted using the phased in approach shown below. Equipment that is of a model year
older than the year given for that equipment’s respective horsepower range shall be retrofitted:
Effective Dates Horsepower Range Model Year
June 1, 2010 1/ 600-749 2002
750 and up 2006
June 1, 2011 2/ 100-299 2003
300-599 2001
600-749 2002
750 and up 2006
June 1, 2012 2/ 50-99 2004
100-299 2003
300-599 2001
600-749 2002
750 and up 2006
1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the
contract.
2/ Effective dates apply to Contractor and subcontractor diesel powered off-road
equipment assigned to the contract.
The retrofit emission control devices shall achieve a minimum PM emission reduction of 50
percent and shall be:
a) Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit
Technology List (http://www.epa.gov/cleandiesel/verification/verif-list.htm),
or verified by the California Air Resources Board (CARB)
(http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm); or
b) Retrofitted with a non-verified diesel retrofit emission control device if verified retrofit
emission control devices are not available for equipment proposed to be used on the
project, and if the Contractor has obtained a performance certification from the retrofit
device manufacturer that the emission control device provides a minimum PM emission
reduction of 50 percent.
Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations
are exempt from installing retrofit emission control devices if such devices adversely affect
equipment operation.
Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to
be retrofitted with verified emission control devices or if performance certifications are not
available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by
the Department if documentation is provided showing good faith efforts were made by the
Contractor to retrofit the equipment.
Construction shall not proceed until the Contractor submits a certified list of the diesel powered
off-road equipment that will be used, and as necessary, retrofitted with emission control devices.
The list(s) shall include (1) the equipment number, type, make, Contractor/rental company
name; and (2) the emission control devices make, model, USEPA or CARB verification number,
or performance certification from the retrofit device manufacturer. Equipment reported as fitted
with emissions control devices shall be made available to the Engineer for visual inspection of
the device installation, prior to being used on the jobsite.
The Contractor shall submit an updated list of retrofitted off-road construction equipment as
retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel
powered equipment shall be included on the updated list.
If any diesel powered off-road equipment is found to be in non-compliance with any portion of
this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency
deduction.
Any costs associated with retrofitting any diesel powered off-road equipment with emission
control devices shall be considered as included in the contract unit prices bid for the various
items of work involved and no additional compensation will be allowed. The Contractor's
compliance with this notice and any associated regulations shall not be grounds for a claim.
Diesel Retrofit Deficiency Deduction
When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary
deduction will be imposed for each calendar day or fraction thereof the deficiency continues to
exist. The calendar day(s) will begin when the time period for correction is exceeded and end
with the Engineer's written acceptance of the correction. The daily monetary deduction will be
$1,000.00 for each deficiency identified.
The deficiency will be based on lack of diesel retrofit emissions control.
If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of
equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected.
Such a shutdown will not be grounds for any extension of the contract time, waiver of penalties,
or be grounds for any claim.
80261
PAVEMENT PATCHING (BDE)
Effective: January 1, 2010
Revise the first sentence of the second paragraph of Article 701.17(e)(1) of the Standard
Specifications to read:
“ In addition to the traffic control and protection shown elsewhere in the contract for
pavement, two devices shall be placed immediately in front of each open patch, open hole, and
broken pavement where temporary concrete barriers are not used to separate traffic from the
work area.”
80254
REINFORCEMENT BARS (BDE)
Effective: November 1, 2013
Revise the first and second paragraphs of Article 508.05 of the Standard Specifications to read:
“ 508.05 Placing and Securing. All reinforcement bars shall be placed and tied securely at
the locations and in the configuration shown on the plans prior to the placement of concrete.
Manual welding of reinforcement may only be permitted or precast concrete products as
indicated in the current Bureau of Materials and Physical Research Policy Memorandum
“Quality Control / Quality Assurance Program for Precast Concrete Products”, and for precast
prestressed concrete products as indicated in the Department’s current “Manual for Fabrication
of Precast Prestressed Concrete Products”. Reinforcement bars shall not be placed by sticking
or floating into place or immediately after placement of the concrete.
Bars shall be tied at all intersections, except where the center to center dimension is less
than 1 ft (300 mm) in each direction, in which case alternate intersections shall be tied. Molded
plastic clips may be used in lieu of wire to secure bar intersections, but shall not be permitted in
horizontal bar mats subject to construction foot traffic or to secure longitudinal bar laps. Plastic
clips shall adequately secure the reinforcement bars, and shall permit the concrete to flow
through and fully encase the reinforcement. Plastic clips may be recycled plastic, and shall
meet the approval of the Engineer. The number of ties as specified shall be doubled for lap
splices at the stage construction line of concrete bridge decks when traffic is allowed on the first
completed stage during the pouring of the second stage.”
Revise the fifth paragraph of Article 508.05 of the Standard Specifications to read:
“ Supports for reinforcement in bridge decks shall be metal. For all other concrete
construction the supports shall be metal or plastic. Metal bar supports shall be made of cold-
drawn wire, or other approved material and shall be either epoxy coated, galvanized or plastic
tipped. When the reinforcement bars are epoxy coated, the metal supports shall be epoxy
coated. Plastic supports may be recycled plastic. Supports shall be provided in sufficient
number and spaced to provide the required clearances. Supports shall adequately support the
reinforcement bars, and shall permit the concrete to flow through and fully encase the
reinforcement. The legs of supports shall be spaced to allow an opening that is a minimum
1.33 times the nominal maximum aggregate size used in the concrete. Nominal maximum
aggregate size is defined as the largest sieve which retains any of the aggregate sample
particles. All supports shall meet the approval of the Engineer.”
Revise the first sentence of the eighth paragraph of Article 508.05 of the Standard
Specifications to read:
“ Epoxy coated reinforcement bars shall be tied with plastic coated wire, epoxy coated wire,
or molded plastic clips where allowed.”
Add the following sentence to the end of the first paragraph of Article 508.06(c) of the Standard
Specifications:
“ In addition, the total slip of the bars within the splice sleeve of the connector after loading
in tension to 30 ksi (207 MPa) and relaxing to 3 ksi (20.7 MPa) shall not exceed 0.01 in.
(254 microns).”
Revise Article 1042.03(d) of the Standard Specifications to read:
“ (d) Reinforcement and Accessories: The concrete cover over all reinforcement shall be
within ±1/4 in. (±6 mm) of the specified cover.
Welded wire fabric shall be accurately bent and tied in place.
Miscellaneous accessories to be cast into the concrete or for forming holes and
recesses shall be carefully located and rigidly held in place by bolts, clamps, or other
effective means. If paper tubes are used for vertical dowel holes, or other vertical holes
which require grouting, they shall be removed before transportation to the construction
site.”
80327
SIDEWALK, CORNER, OR CROSSWALK CLOSURE (BDE)
Effective: January 1, 2015
Revise the first sentence of Article 1106.02(m) of the Supplemental Specifications to read:
“The top and bottom panels shall have alternating white and orange stripes sloping 45
degrees on both sides.”
80354
WEEKLY DBE TRUCKING REPORTS (BDE)
Effective: June 2, 2012
The Contractor shall provide a weekly report of Disadvantaged Business Enterprise (DBE)
trucks hired by the Contractor or subcontractors (i.e. not owned by the Contractor or
subcontractors) that are used on the jobsite; or used for the delivery and/or removal of
equipment/material to and from the jobsite. The jobsite shall also include offsite locations, such
as plant sites or storage sites, when those locations are used solely for this contract.
The report shall be submitted on the form provided by the Department within ten business days
following the reporting period. The reporting period shall be Monday through Sunday for each
week reportable trucking activities occur. The report shall be submitted to the Engineer and a
copy shall be provided to the district EEO Officer.
Any costs associated with providing weekly DBE trucking reports shall be considered as
included in the contract unit prices bid for the various items of work involved and no additional
compensation will be allowed.
80302
NOTE:1
T
2
2
EXISTING CONCRETE PAVEMENT, CONCRETE BASE COURSE OR FLEXIBLE PAVEMENT
......
..
.............
............
..
.......
......
.
....
..
.
...
.
..........
........
.....
.
...
..
.
.
.
.
.
.
...
.
.
.
.
.
.
.
.
.
.
.
.
.
IF THE FINAL SURFACE OF THE PAVEMENT IS CONCRETE, THE GUTTER IS TO BE FLUSH
WITH THE PAVEMENT.
SUITABLE BACKFILL MATERIAL
(INCLUDED IN THE COST OF CURB OR CURB
AND GUTTER REMOVAL AND REPLACEMENT)
PROP. CONC. CURB OR CURB AND GUTTER REPLACEMENT
IN ACCORDANCE WITH STATE STANDARD 606001. (SEE NOTE )
SAW CUT FULL DEPTH - INCLUDED IN THE COST OF
SIDEWALK, DRIVEWAY OR MEDIAN SURFACE REMOVAL
PAY ITEM.
BASIS OF PAYMENT:
THE REMOVAL AND REPLACEMENT OF THE EXISTING CURB OR CURB AND GUTTER SHALL
BE DONE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF SECTION 440 AND 606
OF THE STANDARD SPECIFICATIONS.
THE LOCATIONS OF REMOVAL AND REPLACEMENT OF EXISTING CURB OR CURB AND GUTTER
SHALL BE DETERMINED BY THE RESIDENT ENGINEER AT THE TIME OF CONSTRUCTION.
BD600-06 (BD-24)
EXISTING OR PROPOSED HMA SURFACE (IF APPLICABLE)
3" (75) MIN.
3" (75) MINIMUM FROM TOP AND BOTTOM OF THE CONCRETE PAVEMENT OR BASE COURSE.
PROPOSED 3/4 " (20) PREFORMED EXPANSION JOINT AT CONCRETE
SIDEWALKS, DRIVEWAYS, AND MEDIANS. (INCLUDED IN THE COST
OF CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT.)
PROPOSED #6 (20) EPOXY COATED TIE BARS 24" (600) LONG AT
24" (600) CENTERS WILL NOT BE PAID FOR SEPARATELY. DELETE EPOXY
COATED TIE BARS IF EXISTING TIE BARS ARE USUABLE AS DETERMINED
BY THE ENGINEER. (SEE NOTE 3 ).
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER
FOOT (METER) FOR "CURB REMOVAL AND REPLACEMENT" OR
"COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT".
ALL DIMENSIONS ARE IN INCHES (MILLIMETERS)
UNLESS OTHERWISE SHOWN.
18" (450)
1/4 " (5)
REMOVAL AND REPLACEMENT IN EXCESS OF 4" (100) WILL BE PAID FOR IN
ACCORDANCE WITH ARTICLE 109.04 OF THE STANDARD SPECIFICATIONS.
UNSUITABLE SUB-BASE MATERIAL TO BE REMOVED, IF DIRECTED BY
THE ENGINEER, SHALL BE REPLACED WITH EITHER SUB-BASE GRANULAR
MATERIAL, TYPE B OR ADDITIONAL THICKNESS OF CONCRETE.
REMOVAL AND REPLACEMENT 4" (100) OR LESS IS INCLUDED IN THE
COST OF CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT.
SEE STATE STANDARD 606001
T
/
2
MAX.
VARIABLE - TO MEET EXISTING
DIMENSIONS AND FIELD CONDITIONS
(SEE NOTE )
CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT
**
*
*
**
SECTION COUNTY
ILLINOIS FED. AID PROJECTFED. ROAD DIST. NO. 1
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SHEET NO. 1 OF 1 SHEETS STA. TO STA. SCALE: NONE
STATE OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
FILE NAME
c:\pw_work\pwidot\drivakosgn\d0108315\bd24.dgn
drivakosgnUSER NAME =
PLOT SCALE =50.000 ' / IN.
PLOT DATE =12/15/2009
=
DATE
DESIGNED
CHECKED
DRAWN
-
-
-
-
REVISED -
-
-
-
REVISED
REVISED
REVISED
03-11-94
F.A. .
CURB OR CURB AND GUTTER
REMOVAL AND REPLACEMENT
A. HOUSEH
R. BORO 12-15-09
M. GOMEZ 01-22-01
A. ABBAS 03-21-97
R. SHAH 10-03-96
PROPOSED SIDEWALK, DRIVEWAY PAVEMENT, MEDIAN
SURFACE OR SODDING SALT TOLERANT WITH TOP SOIL, 4" (100)
SOD RESTORATION (SEE NOTE 1 ).
EXISTING SIDEWALK, DRIVEWAY, MEDIAN SURFACE, SOD OR GROUND.
SIDEWALK, DRIVEWAY PAVEMENT OR MEDIAN SURFACE SHALL BE SIMILAR TO THE MATERIAL
BEING REMOVED AND WILL BE PAID FOR SEPARATELY.
SODDING, SALT TOLERANT AND TOP SOIL, FURNISH AND PLACE 4" WILL BE PAID FOR SEPARATELY,
CURB OR CURB AND GUTTER REPLACEMENT SHALL MATCH THE SHAPE OF THE EXISTING
CURB OR CURB AND GUTTER UNLESS OTHERWISE SPECIFIED.
FOR CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT ADJACENT TO FLEXIBLE
PAVEMENT DELETE EPOXY COATED TIE BARS.
LONGITUDINAL BARS, IF ENCOUNTERED IN THE EXISTING CURB OR CURB AND GUTTER, ARE
NOT TO BE REPLACED. CUTTING AND REMOVING LONGITUDINAL BARS SHALL BE INCLUDED
IN THE COST OF CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT.
THE COST OF HMA SURFACE REMOVAL IN THE EXISTING GUTTER FLAG SHALL BE
INCLUDED IN THE COST OF THE CURB AND GUTTER REMOVAL AND REPLACEMENT.
2
3
4
5
6
7
8
FERTILIZER FOR THE PLACEMENT OF THE SOD IS NOT REQUIRED
DATE REVISIONS
Illinois Department of Transportation
ENGINEER OF DESIGN AND ENVIRONMENT
APPROVED
I
S
S
U
E
D
1
-
1
-
9
7
January 1,
January 1,
APPROVED
ENGINEER OF SAFETY ENGINEERING
1
L/3 min.
projects
construction
For contract
W20-I103(0)-48
W20-1(0)-48
projects
and utility
For maintenance
1000' (300 m) max.
500' (150 m) min.
(150 m)
500'
(4
.5
m
)
1 5
'
m
i n
.
2
4
(6
0
0
)
Sign installation and maintenance
Shoulder repair
Landscaping operations
Delineator installation
Guardrail installation and maintenance
Side slope changes
Culvert extensions
Utility operations
Work area
Sign
Cone, drum or barricade
the work area.
50' (15 m) centers through the remainder of
at 25' (8 m) centers for L/3 distance, and at
cones, drums or barricades shall be placed
When the work operation exceeds one hour,1
English (Metric)
L=60
WS 2
L=
2
150
WS
L=(W)(S)L=0.65(W)(S)
in feet (meters).
Width of offset
mph (km/h).
Normal posted speed
unless otherwise shown.
All dimensions are in inches (millimeters)
S =
W =
or greater:
45 mph (80 km/h)
or less:
40 mph (70 km/h)
SPEED LIMIT
Calculate L as follows:
from the edge of pavement.
encroach in the area 15' (4.5 m) to 24 (600)
equipment, workers or their activities will
This Standard is used where any vehicles,
FORMULAS
1-1-14
FROM PAVEMENT EDGE
15' (4.5 m) TO 24" (600 mm)
OFF-RD OPERATIONS, 2L, 2W,
STANDARD 701006-05
TYPICAL APPLICATIONS
SYMBOLS
GENERAL NOTES
2014
2014
W21-1(0)-48
1-1-13
sign.
Omitted text 'WORKERS'
current MUTCD.
number to agree with
Revised workers sign
ROAD
AHEAD
WORK
ROAD
AHEAD
CONSTRUCTION
DATE REVISIONS
Illinois Department of Transportation
ENGINEER OF DESIGN AND ENVIRONMENT
APPROVED
I
S
S
U
E
D
1
-
1
-
9
7
January 1,
January 1,
APPROVED 2011
2011
pavement for a period of less than 15 minutes.
the centerline and a line 24 (600) outside the edge of the
For any operation that encroaches in the area between
edge of the pavement for a period of less than 60 minutes.
For any operation that is more than 24 (600) outside the
than 60 minutes.
pavement for a period in excess of 15 minutes but less
the centerline and a line 24 (600) outside the edge of the
For any operation that encroaches in the area between
amber dome light operating.
Vehicle with dual flashers or flashing
min.
100' (30 m)
min.
100' (30 m)(6
0
0
)
2
4
amber dome light operating.
Vehicle with dual flashers or flashing
(6
0
0
)
2
4
W20-4(0)-48
1 1
min.
100' (30 m)
min.
100' (30 m)
1 1 W20-4(0)-48
(6
0
0
)
2
4 SIGN SPACING
Posted Speed Sign Spacing
55
50-45
<45
500' (150 m)
350' (100 m)
200' (60 m)
1 =
table for distances.
Refer to SIGN SPACING
Cleaning up debris on pavement
Utility operations
String line
Field survey
Marking patches Work area
Sign on portable or permanent support
Flagger with traffic control sign
unless otherwise shown.
All dimensions are in inches (millimeters)
1-1-11
STANDARD 701301-04
TYPICAL APPLICATIONS SYMBOLS
SHORT TIME OPERATIONS
LANE CLOSURE, 2L, 2W,
W20-7(O)-48
W20-7(O)-48
ENGINEER OF SAFETY ENGINEERING 1-1-09
English (metric).
Switched units to
Revised flagger sign.
ONE LANE
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
I
I
I
I
DATE REVISIONS
I
Illinois Department of Transportation
ENGINEER OF DESIGN AND ENVIRONMENT
APPROVED
I
S
S
U
E
D
1
-
1
-
9
7
APPROVED January 1,
January 1,
2011
2011
4 3
1 2
2
111
1 1
max.
100' (30 m)
R11-2
min.
100' (30 m)
W20-1(0)-48
Or
W20-I103(0)-48
W20-4(0)-48
Type l or Type ll barricades
Type lll barricades
W20-3(0)-48
W20-1(0)-48
W20-I103(0)-48 Or
Type l or Type ll Barricades
(6
0
m
)
2
0
0
'
W20-4(0)-48
projects
and utility
maintenance
For
W20-1(0)-48
projects
construction
contract
For
W20-I103(0)-48
Or
One way / one lane operation
SIGN SPACING
Posted Speed Sign Spacing
55
50-45
<45
500' (150 m)
350' (100 m)
200' (60 m)
Work area
(not required for moving operations)
Cone, drum or barricade
Flagger with traffic control sign
Sign on portable or permanent support
Barricade or drum with flashing light
Type III barricade with flashing lights 20' (6 m) centers.
Cones, drums or barricades at
may be doubled.
used. the interval between devices
Type I or Type II barricades are
at 50' (15 m) centers. When drums or
(75 m). Additional cones may be placed
Cones at 25' (8 m) centers for 250'
For approved sideroad closures.
for distances.
Refer to SIGN SPACING TABLE1
2
3
4 unless otherwise shown.
All dimensions are in inches (millimeters)
of one traffic lane in an urban area.
encroach on the pavement requiring the closure
activities
night, any vehicle, equipment, workers or their
This Standard is used where at any time, day or
1-1-11
SYMBOLS
GENERAL NOTES
2L, 2W, UNDIVIDED
URBAN LANE CLOSURE,
STANDARD 701501-06
ENGINEER OF SAFETY ENGINEERING 1-1-09
Corrected sign No.'s.
English (metric).
Switched units to
Revised flagger sign.
W20-7(O)-48
W20-7(O)-48
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ONE LANE
ROAD
AHEAD
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
CLOSED
ROAD
CLOSED
AHEAD
ONE LANE
ROAD
AHEAD
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
Or
Illinois Department of Transportation
APPROVED
I
S
S
U
E
D
1
-
1
-
9
7
APPROVED January 1,
January 1,
2012
2012
fence
Orange safety
SIDEWALK DIVERSION
Or
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
R11-I101-2418
road work traffic control.
Omit whenever duplicated by
GENERAL NOTES
DATE REVISIONS
1-1-12
10' (3 m) Spacing
25' (8 m) Spacing
SIDEWALK CLOSURE
Work area
permanent support
Sign on portable or
Barricade or drum
barricade
Cone, drum or
Type lll barricade
SYMBOLS
(Sheet 1 of 2)
STANDARD 701801-05702001 to 701901.
English (metric),
Switched units to1-1-09
1
1
1
1
R11-I102-2430 R11-I102-2430
1
unless otherwise shown.
All dimensions are in inches (millimeters)
detail on Standard 701901.
positioned as shown in "ROAD CLOSED TO ALL TRAFFIC"
Type lll barricades and R11-2-4830 signs shall be
ends of the actual closures.
The SIDEWALK CLOSED signs shall be used at the
the corners across the street from the closure.
occurs at a corner, the signs shall be erected on
to each end of the closure. Where the closure
placed at the nearest crosswalk or intersection
The SIDEWALK CLOSED / USE OTHER SIDE sign shall be
whenever possible.
provided on the same side of the closed facilities
The temporary pedestrian facilities shall be
accessible.
Temporary facilities shall be detectable and
roadway traffic is affected.
other Traffic Control & Protection Standards when
This Standard must be used in conjunction with
performed.
traffic must be rerouted due to work being
This Standard is used where, at any time, pedestrian
ENGINEER OF DESIGN AND EVIRONMENT
ENGINEER OF SAFETY ENGINEERING
plan views. Renamed Std.
Modified appearance of
Added SIDEWALK DIVERSION.
CROSSWALK CLOSURE
SIDEWALK, CORNER OR
(1 .2
m
)
4
'
m
i n
.
typical
Parking space,
channelizing barricade
Detectable pedestrian
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
SIDEWALK
CLOSED
USE OTHER
SIDE
Or
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
Or
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
R11-I101-2418
R11-I101-2418
Spacing
10' (3 m)
CORNER CLOSURE
CROSSWALK CLOSURE
R3-1-2424
fence
safety
Orange
(Sheet 2 of 2)
STANDARD 701801-05
1
1
R11-I102-2430
R11-I102-2430
R11-I102-2430
1
1
1
R3-2-2424
R20-3(O)-48
1
1
R11-I102-2430
R11-I102-2430
CROSSWALK CLOSURE
SIDEWALK, CORNER ORIllinois Department of Transportation
APPROVED
I
S
S
U
E
D
1
-
1
-
9
7
APPROVED January 1,
January 1,
2012
2012
ENGINEER OF DESIGN AND EVIRONMENT
ENGINEER OF SAFETY ENGINEERING
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
SIDEWALK
CLOSED
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
USE OTHER
SIDE
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
USE OTHER
SIDE
ROAD
CLOSED
AHEAD
DATE REVISIONS
Illinois Department of Transportation
ENGINEER OF DESIGN AND ENVIRONMENT
APPROVED
APPROVED
ENGINEER OF OPERATIONS
I
S
S
U
E
D
1
-
1
-
9
7
*
January 1,
January 1,
Orange Orange
(1 0
0
)
4
(5
0
)
2
(1 5
0
)
6
(7
5
-
1 0
0
)
3
-
4
(4
5
0
-
9
0
0
)
1 8
-
3
6
(7
0
0
-
9
0
0
)
2
8
-
3
6 (7
0
0
)
2
8 m
i n
.
4
'
(1 .2
m
)
m
i n
.
2
4
(6
0
0
)
(9
0
0
)
3
6
min.
18 (450)
min.
24 (600)
min.
24 (600)
m
i n
.
3
6
(9
0
0
)
m
i n
.
5
'
(1 .5
m
)
min.
4' (1.2 m)
(600)
24
(9
0
0
)
3
6
(3
0
0
)
1 2
(2
0
0
)
8
(9
0
0
)
3
6
min.
3 (75)
(100)
4
(100)
4
(100)
4
(100)
4
(200-300)
8-12
(100)
4
(100)
4
POST MOUNTED
4-6 (100-150)
4-6 (100-150)
(2
0
0
-
3
0
0
)
8
-
1 2
m
i n
.
3
6
(9
0
0
)
(2
0
0
-
3
0
0
)
8
-
1 2
(2
0
0
-
3
0
0
)
8
-
1 2
(300)
12
(150)
6
(150)
6
unless otherwise shown.
All dimensions are in inches (millimeters)
pavement surface.
All heights shown shall be measured above the
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE
BARRICADE
DIRECTION INDICATOR VERTICAL BARRICADE
GENERAL NOTES
1-1-15
(Sheet 1 of 3)
DEVICES
TRAFFIC CONTROL
STANDARD 701901-04
CHANNELIZING BARRICADE
DETECTABLE PEDESTRIAN
m
a
x
.
2
(5
0
)
2015
2015
min.
4' (1.2 m)
m
i n
.
3
6
(9
0
0
)
(2
0
0
-
3
0
0
)
8
-
1 2*
**
**
*
*
Warning lights (if required)*
1-1-14
speed zone signs.
Added highway construction
Modified flagger sign height.
PHOTO ENFORCED plaque.
sheet 2. Added note reg.
Revised two sign numbers on
NEXT X MILES
CONSTRUCTION
ROAD
CONSTRUCTION
END
(IF SPECIFIED)
SIGN
STOP SLOW
Illinois Department of Transportation
ENGINEER OF DESIGN AND ENVIRONMENT
APPROVED
APPROVED
ENGINEER OF OPERATIONS
I
S
S
U
E
D
1
-
1
-
9
7
January 1,
January 1,
**
flashing light
Type B monodirectional
wood post
Metal or
6' (1.8 m) urban
4' (1.2 m) rural
7' (2.1 m) min. urban
5' (1.5 m) min. rural
of pavement
Elevation of edge
E d
g
e
o
f
p
a
v
e
m
e
n
t
embedment
5' (1.5 m) min.
of curb
or face
pavement
Edge of
of pavement
Elevation of edge
m
i n
.
**
*
1 2
(3
0
0
)
***
Orange flags
18x18 (450x450)
lane highways.
Dual sign displays shall be utilized on multi-
within 2 miles (3200 m).
the end of the job unless another job is
END CONSTRUCTION sign shall be erected at
ject limits.
be placed 500' (150 m) in advance of pro-
ROAD CONSTRUCTION NEXT X MILES sign shall
2 miles (3200 m) or more in length.
This signing is required for all projects
(1.8 m - 3.6 m)
6' - 12'
edge of the paved shoulder.
face of curb or 6' (1.8 m) to the outside
this dimension shall be 24 (600) to the
When curb or paved shoulder are present**
8 (200) Federal series C
(15)
™
FRONT SIDE REVERSE SIDE
(513)
20
(1 0
0
)
4
(1 2
5
)
5 (9
0
)
3
(600)
24
(125)
5
(175)
7
(400)
16
(1 7
5
)
7
(1 2
5
)
5
(6
0
0
)
2
4
(600 - 3 m)
24 - 10'
m
i n
.
8
'
(2
.4
m )
7 (180) Federal series B
R .1
(4 0
)
POST MOUNTED SIGNS
SIGNS ON TEMPORARY SUPPORTS
HIGH LEVEL WARNING DEVICE
WORK LIMIT SIGNING
FLAGGER TRAFFIC CONTROL SIGN (Sheet 2 of 3)
DEVICES
TRAFFIC CONTROL
STANDARD 701901-04
2015
2015
(1 .8
m
-
2
.
1
m )
6
'
-
7
'
completely above the devices.
shall be sufficient to be seen
behind other devices, the height
be 5' (1.5 m) min. If located
four days, this dimension shall
When work operations exceed
W21-Ill5(0)-3618
R2-1-3648
R10-I108p-3618
END
WORK ZONE
SPEED LIMIT
G20-I103(0)-6036
MINIMUM
$XXX FINE
LIMIT
SPEED
XX
ZONE
WORK
ENFORCED
PHOTO
SPEED ZONE SIGNS
HIGHWAY CONSTRUCTION
above sign assembly is used.
This sign shall be used when the
R2-I106p-3618
or as allowed by District Operations.
Sign assembly as shown on Standards
G20-I104(0)-6036 G20-I105(0)-6024
****
****
under the juristiction of the State.
R10-I108p shall only be used along roadways
ROAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
ROAD CLOSED
TO
THRU TRAFFIC
Illinois Department of Transportation
ENGINEER OF DESIGN AND ENVIRONMENT
APPROVED
APPROVED
ENGINEER OF OPERATIONS
I
S
S
U
E
D
1
-
1
-
9
7
January 1,
January 1,
min.
4' (1.2 m)min.
5' (1.5 m)
m
i n
.
(6
0
0
)
2
4
m
i n
.
6
'
(1 .8
m
)
m
i n
.
7
'
(2
.1
m
)
m
i n
.
3
0
(7
5
0
)
m
i n
.
4
'
(1 .2
m
)
m
i n
.
7
'
(2
.1
m
)
min.
8' (2.4 m)
24 (600) |
3
(9
0
)
|
Weep holes
T
r
a
f
f
i c
(8 m)
25'
(8 m)
25'
(8 m)
25'
(60 m) |
200
(60 m) |
200
(60 m) |
200
warning signs
advance
Construction
flasher
Type A max.
6 (150)
max.
6 (150)
Pavement
R11-2 max.
6 (150)
shoulder
Edge of
ROAD CLOSED TO ALL TRAFFIC
in front of the barricade.
NCHRP 350 temporary sign support directly
available, the sign may be mounted on an
sign panel which meets NCHRP 350 is not
If a Type III barricade with an attached
on the back side of the barricades.
Reflectorized striping may be omitted
stepped or smooth
Face may be
Traffic
Epoxy channels
1ƒ (45) |
3 (90) |
(8 m)
25'
(1.5 m)
5'
min.
12 (300)
min.
12 (300)
1 0
0
'
(3
0
m
)
m
a
x
.
3
0
'
(9
.1
m
)
m
i n
.
flasher
Type A R11-4
Pavement
ROAD CLOSED TO THRU TRAFFIC
directly in front of the barricade.
on NCHRP 350 temporary sign supports
not available, the signs may be mounted
sign panel which meets NCHRP 350 is
Type III barricade with an attached
both sides of the barricades. If a
Reflectorized striping shall appear on
MOUNTED
ROOF
TYPE A
MOUNTED
ROOF OR TRAILER
TYPE B
MOUNTED
TRAILER
TYPE C
ARROW BOARDS
PLAN
SECTION A-A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
TYPE III BARRICADES CLOSING A ROAD
TYPICAL APPLICATIONS OF
(Sheet 3 of 3)
DEVICES
TRAFFIC CONTROL
(1 3
)
|
A
A
2015
2015
STANDARD 701901-04