HomeMy Public PortalAbout07) 7F AWARD OF CONTRACT (double sided attachment)City Council
Decembe r 18,2012
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4 . On November 1, 2012 , the City issued a Request for Proposals (RFP) (Attachment
"D") for Pavement Management System (PMS) Services that would : establish
baseline data on pavement conditions throughout the City; allow City staff to learn
how to evaluate pavement conditions; implement and operate pavement
management software; and determine budgetary needs over a six year period for
street maintenance and repair.
6 . On November 26 , 2012 , the City received ten proposals from firms wishing to
perform the PMS. Public Safety and Services staff (i.e., Public Safety and Services
Manager Robert Sahagun , Management Analyst Giselle Corella , and Management
Analyst Teresa Santilena) completed a rev iew of the proposals, and selected the
th ree most qualified firms (i.e ., Harris & Associates , Nichols Consulting Engineers ,
Chtd ., and MDS Technologies , Inc.) for interviews.
7. On December 3, 2012 , the City's selection committee (i.e ., Public Safety Officer
Bryan Ariizumi , City Engineer Neville Pereira , Management Analyst Giselle Corella,
and Management Analyst Teresa Santilena) interviewed representatives from the
selected firms. The selection committee determined that the proposal from Ha rris &
Associates (Attachment "E") offered the most comprehens ive and cost effective
scope of services .
ANALYSIS:
The PMS RFP identified services desired by the City in order to maintain and plan for a
sustainable and adequate street network . The City 's most recent Pavement Evaluation
and Pavement Management Program Study performed by RKA Consulting Group is
based largely upon pavement conditions that existed from 2005 and 2006,
subsequently, the data has become outdated and is no longer useful in assessing street
conditions for repair/rehabilitation. Furthermore, the aforementioned report was not
provided in electronic format nor entered into a pavement management software
database that was readily accessible to staff. Staff has identified needs not currently
covered by the most recent study and determined that the City also needs a
comprehensive evaluation of alleys , parking lots and sidewalks. The assessment would
be crucial in coordinating proposed infrastructure projects .
An evaluation score sheet (Attachment "F") was developed and used by the Selection
Committee to compare the services and requirements identified in the RFP. The
Selection Committee identified three objectives to help guide the initial evaluation
process . The objectives were as follows :
1. Locality
Harris & Associates is located in Irvine, CA, approximately 45 miles from
Temple C ity. Their location in Southern California gives them the abil ity to:
City Council
December 18 , 2012
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help the City capture State and County specific transportation funding
opportunities ; conduct a thorough "boots on the ground " walking assessment of
City pavement conditions ; and provide residents with reports via City Council
meetings regarding the PCI of streets , methodology for obtaining said PCI , and
approximate timeline of street repairs . Additionally, Harris & Associates has
extensive experience working with cities located within Los Angeles and
Orange Counties (i.e ., Beverly Hills , Glendale , Yorba Linda, La Palma, Solana
Beach and the Orange County Transportation Authority).
2 . Services Offered
Harris & Associates ' proposal meets the requirements outlined in the RFP
includ ing : performing pavement management data entry and PCI ca lculations ;
defining repa ir and rehabilitation strategies ; development of a 6-year Capital
Improvement Plan; and recommending and implementing a pavement
management software program to be utilized by City staff. The selection of
Harris & Associates would maximize the programming of street maintenance
projects using the most cost-effective maintenance strategies available. The
firm would develop strategies to capture State and Federal funding in order to
minimize the impact to the General Fund through the repair/rehabilitation of
City streets .
3. Referrals and recommendations
Harris & Associates has referrals and recommendations from a number of local
cities of varying sizes , populations , and pavement conditions. Staff contacted
the cities identified in their proposal , and spoke to representatives from the
cities of Beverly Hills, La Palma , and Solana Beach . The referenced cities
provided positive feedback and recommended Harris & Associates ' services.
Of particular note was : the thoroughness of Harris & Associates' maps and
presentations; their adherence to city schedules and budgets ; and the
responsiveness of Harris & Associates ' project staff to the changing needs of
their client cities .
Based on the selection criteria , it is staff's assessment that Harris & Associates
consistently met the City 's expectations for the delivery of PMS services .
CONCLUSION :
The City Council is recommended to approve a Contract Service Agreement with Harris
& Assoc iates for Pavement Management System Services as they offer the most
comprehensive cost effective scope of services.
City Council
December 18 ,2012
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FISCAL IMPACT:
On June 28, 2012 , the City Council approved the Fiscal Year (FY) 2012-13 City Budget
which included a $50,000 appropriation for PMS services. The proposed cost of services
from Harris & Associates is $31 ,880. Sufficient funds have been appropriated in the
current year's adopted budget.
ATTACHMENTS:
A. Draft Contract Services Agreement with Harris & Associates
B . Pavement Evaluation and Pavement Management Program -2006
C. Pavement Evaluation and Pavement Management Program Update-2009
D. Request for Proposals
E. Harris & Associates proposal (dated November 26 , 2012)
F. Evaluation Score Sheet
AGREEMENT FOR
Pavement Management System Services
Between
THE CITY OF TEMPLE CITY,
a municipal corporation
and
Harris & Associates
Dated
December 18, 2012
ATIACHMENT "A"
AGREEMENT FOR
SERVICES
This Agreement for Pavement Management System Services ("Agreement") is entered
into as of the date referenced on the cover page ("Effective Date") between the CITY OF
TEMPLE CITY, a charter law city and municipal corporation ("City") and the CONTRACTOR
designated on the cover ("Contractor") (collectively the "Parties"). In consideration of the
mutual promises and covenants made by the parties and contained here and other consideration,
the value and adequacy of which are hereby acknowledged, the pmties agree as follows:
SECTION 1. SCOPE OF SERVICES
1.1 Contractor Services. Subject to the tem1s and conditions of this Agreement,
Contractor agrees to perfonn for City those Pavement Management System services specified in
the Scope of Services attached hereto and incorporated herein by reference as Exhibit "A"
["Services "]. Contractor agrees to furnish, for the compensation provided for herein, all labor,
materials, tools, equipment, services, and incidental and customary work necessary to fully and
adequately perfom1 and complete the Services. Contractor agrees to perform the Services in
accordance with all applicable local, state and federal laws, rules and regulations and in
accordance with applicable standards, specifications, and general conditions adopted by City.
Contractor agrees that all work must be of good and workmanlike quality and shall be subject to
inspection and approval by City. Contractor agrees to work closely with City staff in the
performance of Services and shall be available to City's staff, consultants and other staff at all
reasonable times.
1.2 Extra Work. Contractor shall not be compensated for any work or services
rendered in connection with its performance of this Agreement which are in addition to or
outside of those set forth in the Scope of Services ("Extra Work") except a s expressly provided
for herein. It shall be Contractor's responsibility to ensure that the scope and price of any Extra
Work to be performed by Contractor is approved by City in writing in advance of Contractor's
commencement of such work. City shall not be obligated to pay for or otherwise be liable for
unauthorized Extra Work performed by Contractor.
1.3 Schedule of Performance & Term. Contractor agrees to diligently perfonn and
complete the Services in accordance with the Schedule of Perfom1ance attached hereto and
incorporated herein by reference as Exhibit "B" ["Schedule of Performance"]. Modifications of
the Schedule of Performance must be agreed upon in writing in advance by the authorized
representative ofthe parties. The tem1 ofthis Agreement shall be for one (1) year from and after
the effective date, unless expressly provided to the contrary in the Scope of Services, and subject
to early termination as provided for in Section 11 [Termination] of this Agreement. The term
may be exte nded by the mutually agreement of the parties memmialized in writing. City
authorizes its City Manager, or his/her designee, to agree to reasonable modifications of the
Schedule of Performance and to extensions of the Term , provided such modifications and
extension do not require additional compensation exceeding the City Manager's authority under
City's purchasing ordinance.
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1.4 General Warranty. Contractor warrants all Services under this Agreement
(which for purposes of this Section shall be deemed to include unauthorized work which has not
been removed and any non-conforming materials incorporated into the Services) to be of good
quality and free from any defective or faulty material and workmanship. All wananties and
guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the
Setvices, whether express or implied, are deemed to be obtained by Contractor for the benefit of
City, regardless of whether or not such wananties and guarantees have been transferred or
assigned to City by separate agreement and Contractor agrees to enforce such wananties and
guarantees, if necessary, on behalf of City.
1.5 Repair of Defects. Contractor agrees that for a period of one ( 1) year from and
after final acceptance of the Se1vices, or in any guarantee or wananty provided by any
manufacturer or supplier of equipment or materials incorporated into the Work, whichever is
later, Contractor shall within ten (1 0) Days after being notified in writing by City of any defect in
the Services or non-conformance of the Services, commence and prosecute with due diligence all
work and services necessary to fulfill the terms of the wananty at his sole cost and expense. In
addition, Contractor shal1, at its sole cost and expense, repair and replace any portions of the
work , facilities, fixtures, or materials damaged by its defective work services or which becomes
damaged in the course of repaiting or replacing defective work or services. For any work so
corrected, Contractor's obligation hereunder to correct defective Work shall be reinstated for an
additional one year period, commencing with the date of acceptance of such corrected work.
Contractor shall perfom1 such tests as City may require to verify that any corrective actions are
adequate to remedy the defective condition. In the event that Contractor fails to perform its
obligations under this Section to the reasonable satisfaction of City, then City shall have the right
to correct and replace any defective, non-conforming, or damaged work or services at
Contractor's sole expense. Contractor shall be obligated to fully reimburse City for any expenses
incurred hereunder upon demand.
1.6 Contractor's Representative. Contractor hereby designates the representative
named in Exhibit "D " ["Representatives"], or his or her designee, to act as its representative for
the performance ofthis Agreement ("Contractor's Representative"). Contractor's Representative
shall have full authority to represent and act on behalf of the Contractor for all purposes under
this Agreement. Contractor's Representative shall supervise and direct the Services, using his or
her best skill and attention, and shall be responsible for all means, methods, techniques,
sequences and procedures and for the satisfactory coordination of all portions of the Services
under this Agreement.
SECTION2. COMPENSATION AND METHOD OF PAYMENT
2.1 Compensation. City shall pay to Contractor for non-disputed Services rendered
the compensation set forth in Exhibit "C" [Compensation] attached hereto and incorporated
herein by reference. Total compensation shall not exceed the total price or "not to exceed"
amount set forth in Exhibit "C" without the prior written approval of City. City authorizes its
City Manager, or his/her designee, to approve additional compensation for Extra Work as may be
approved under Section 1 above, provided such additional compensation, in the aggregate, does
not exceed the City Manager's authority under City's purchasing ordinance.
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2.2 Payment of Compensation. Contractor shall submit periodic (monthly or
quarterly as specified by City in Exhibit "C") invoices together with an itemized statement of
Services provided. The statement shall describe the Services provided, the percent of work
complete by item, together with such other reasonable detail and s upporting documentati on as
may be required by the City Manager, or his/her designee. City will review the statement and
pay, with the exception of any charges for work performed or expenses incurred by Contractor
which are disputed by City, within 30 days of receiving such statement, all approved charges
thereon. Payment to Contractor for work performed pursuant to this Agreement shall not be
deemed to waive any defect in work perfom1ed by Contractor.
SECTION 3. RESPONSIBILITIES OF CONTRACTOR
3.1 Control and Payment of Subordinates; Independent Contractor. Contractor
agrees that all Services shall be perfonned by Contractor or under its supervision. The personnel
perfonning the services under this Agreement on behalf of Contractor shall at all times be under
the Contractor's exclusive direction and control. Contractor will detem1ine the means, methods
and details of perfonning the Services subject to the requirement of this Agreement. Contractor
is and shall at all times remain a wholly independent contractor and not an officer, employee or
agent of City. Contractor shall have no authority to bind City in any manner, nor to incur any
obligation, debt or liability of any kind on behalf of or against City, whether by contract or
otherwise, unless such authority is expressly conferred under this Agreement or is otherwise
expressly confen·ed in writing by City. Neither Contractor, nor any of Contractor's officers,
employees or agents, shall obtain any rights to retirement, healthcare or any other benefits which
may otherwis e accrue to City 's employees. Contractor expressly waives any claim Contractor
may have to any such rights.
3.2 Standard of Care & Licenses. Contractor agrees that all Services shall be
performed in a skillful and competent manner, consis tent with the standards generally recognized
as being employed by professionals in the same discipline in the State of California. Contractor
represents and warrants that it, its employees and subcontractors shall have sufficient skill and
experience to perfonn the Services and that it, its employees and subcontractors have all licens es,
permits, qualifications and approvals of whatever nature that are legally required to perform the
Services, including a City Business License, and that s uch licenses and approvals shall be
maintained in good standing throughout the term of this Agreement.
3.3 Required Corrections. As provided for in the indemnification provisions of this
Agreement, Contractor shall perfonn , at its own cost and expense and without reimbursement
from the City, any services necessary to correct errors or omissions which are caused by the
Contractor's failure to comply with the standard of care provided for herein.
3.4 Law and Regulations. Contractor shall keep itself fully informed of and in
compliance with all local, state and federal laws, rules and regulations in any manner affecting
the perfonnance of the Services, including all Cal/ OSHA requirements, and shall give all notices
required by law. Contractor shall be liable for all violations of such laws and regulations in
connection with Services.
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3.5 Safety. Contractor shall perfonn the Services, and maintain its work area, so as
to avoid injury or damage to any person or property and shall otherwise exercise all necessary
precautions for the safety of employees appropriate to the nature of the work and the conditions
under which the work is to be perfonned .
3 .6 Labor Code and Prevailing Wage Requirements.
3.6.1 Apprenticeable Crafts. To the extent applicable, Contractor shall comply
with the provisions of Section 1777 .5 of the Labor Code with respect to the employment of
properly registered apprentices upon public works .
3.6.2 Hours of Work . Contractor shall comply with the legal days work and
overtime requirements of Section 1813 Labor Code.
3.6.3 Payroll Records . In accordance with the requirements of Labor Code
Section 1776, Contractor shall keep accurate payroll records which are either on forms provided
by the Division of Labor Standards Enforcement or which contain the same information required
by such fmms. Contractor shall make all such records avail ab l e for inspection at all reasonable
hours .
3 .6.4 Prevailing Wage Laws. Contractor represents and warrants that it is aware
of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as
California Code of Regulations, Title 8, Section 1600, et §Sill., ("Prevailing Wage Laws"), which
require the payment of prevailing wage rates and the performance of other requirements on
"Public Works" and "Maintenance" projects. If the Services are being performed as part of an
applicable "Public Works" or "Maintenance" project, as defined by the Prevailing Wage Laws ,
a nd if the tota l compensation is $1,000 or more, Contractor agrees to fully comply with such
Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per
diem wages in effect at the commencement of this Agreement. Contractor shall make copies of
the prevailing rates of per diem wages for each craft, classification or type of worker needed to
execute the Services available to interested parties upon request, and shall post copies at the
Contractor's principal place of business and at the project site. Notwithstanding the foregoing ,
the parties agree that because CITY is a Charter City, and the Services provided are local in
nature and of municipal concern, Sections 1720 , et seq., and 1770, et seq., shall not apply.
3. 7 Equal Opportunity Employment. Contractor represents that it is an equal
opportunity employer and it shall not discriminate against any subcontractor, employee or
applicant for employment because of race, religion, color, national origin, handicap, ancestry,
sexual orientation, sex or age. Such non-discrimination shall include, but not be limited to, all
activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment
advertisi ng, layoff or termination.
3.8 Unauthorized Aliens . Contractor hereby promises and agrees to comply with all
ofthe provisions oftbe Federal Immigration and Nationality Act, 8 U.S.C .A. §§ 1101 , et seq., as
amended, and in connection therewith, shall not employ unauthori zed aliens as defined therein.
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SECTION 4. INDEMNIFICATION
4.1 Indemnity. Except as to the sole negligence, active negligence, gross negligence
or willful misconduct of the Agency or City, Contractor expres sly agrees to, and shall ,
indemnify, defend, release, and hold the Agency, the City, and their respective officials, officers,
employees, agents, and contractors hmmless from and against any Action, liability, loss, damage,
entry, judgment, order, lien, and Costs and Expenses which arises out of, or are in any way
related to, any act or omission of Contractor, or its officers, directors, employees, agents, or
contractors, connected with the performance under this Agreement, notwithstanding that the
Agency and /or City may have benefited therefrom, or any challenge to this Agreement. This
Section shall apply to any acts or omissions, willful misconduct or negligent conduct, whether
active or passive, on the prut of Contractor's officers, directors , employees, agents and
contractors, including but not limited to acts or omissions in any way related to , the release,
treatment, use, generation, transportation, storage, or disposal in, on, under, to, or from the
location at which work under this Agreement i s performed of any Hazardous Substances by
Contractor or its officers, directors, employees, agents, and subcontractors. The Parties
expressly agree that any payment, or Costs and Expenses the City incurs or makes to , or on
behalf of, an injured employee under the City's self administered workers' compensation, is
included as a loss or Costs and Expenses for the purpose of this Section. The City shall not be
responsible for any acts , errors or omissions of any person or entity except the City and their
respective officers, agents , servants, employees or contractors. The Parties expressly agree that
the obligations of Contractor under this Section shall survive the expiration or early te1mination
of the Agreement.
4.2 Action. For purposes of this Agreement, "Action" shall mean any suit (whether
legal , equitable, or declaratory in nature), proceeding or bearing (whether administrati v e or
judicial), m·bitration or mediation (whether voluntary , court-ordered , binding, or non-binding), or
other alternative dispute resolution process, and the filing, recording, or service of any process,
notice, claim, demand, lien, or other instrument which is a prerequisite or prelude to
commencement of the Action.
4.3 Costs and Expenses. For purposes of this Agreement, "Costs and Expense s"
shall mean all costs and expens es, to the extent reasonable in amount, actually and necessarily
incurred by a party in good faith in the investigation, prosecution or defen se of an Action,
including, but not limited to, court costs, filing , recording, and service fees , copying costs,
exhibit production costs, special media rental costs, attorneys fees , consultant fees, fees for
investigators , witness fees (both lay and expert), travel expenses, deposition and transcript costs,
and any other costs or expenses, the award of which a court of competent jurisdiction may
determine to be just and reasonable.
4.4 Hazardous Substances. For purposes of thi s Agreement, "Hazardous
Substances" shall mean any and all ofthe following:
a. any substance, product, waste or other material of any nature
whatsoev er which is or becomes li sted, regulated, or for which liability arise s for misuse,
pursuant to the Comprehensive Environmental Response Compensation and Liability Act
("CERCLA"), 42 U.S .C. §9601, et s eq.; the Haz ardous Materials Transportation Act, 49 U.S.C.
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§ 1801, et s eq.; the Resource Conservation and Recovery Act ("RCRA"), 42 U.S.C. §6901 , et
seq.; the Toxic Substances Control Act, 15 U.S.C.S. §2601, et seq.; the Clean Water Act, 33
U.S.C. §1251, et seq.; the Insecticide, Fungicide, Rodenticide Act, 7 U.S.C. §136, et seq .; the
Superfund Amendments and Reauthorization Act, 42 U.S.C. §6901, et seq.; the Clean Air Act,
42 U.S.C . §7401, et seq.; the Safe Drinking Water Act, 42 U.S.C. §300f, et seq.; the Solid Waste
Disposal Act, 42 U.S.C. §6901, e t seq.; the Surface Mining Control and Reclamation Act, 30
U.S.C. § 1201, et seq.; the Emergency Planning and Community Right to Know Act, 42 U.S.C.
§11001, et seq.; the Occupational Safety and Health Act, 29 U.S.C. §§655 and 657; the
Hazardous Waste Control Act , California Health and Safety Code ("H.&S.C .") §25 1 00, et seq.;
the Hazardous Substance Account Act, H.&S.C.§25330, et seq.; the California Safe Drinking
Water and Toxic Enforcement Act, H.&S .C. §25249.5, et seq.; the Underground Storage of
Hazardous Substances, H .&S .C. §25280, et seq.; the Carpenter-Presley-Tanner Hazardous
Substance Account Act, H.&S .C. §25300, et seq.; the Hazardous Waste Management Act,
H .&S.C. §25 170.1, et seq.; the Hazardous Materials Response Plans and Inventory, H.&S.C.
§2 5001, et seq.; the Porter-Cologne Water Quality Control Act, Water Code §13000, et seq., all
as they may from time to time be amended ; and
b . any s ub stance, product, waste or other material of any nature
whatsoever which is or becomes li sted, regulated , or for which liability for misuse arises
pursuant to any other federal, state or local statute, law, ordinance, resolution, code, rule,
regulation, order or decree due to its hazardous, toxic or dangerous nature.
SECTION 5. RECORDS AND DOCUMENTS
5.1 Accounting Records .
5.1.1 Maintenance and Inspection. Contractor shall maintain complete and
accurate records with respect to all costs and expenses incurred under this Agreement. Any and
all such documents or records shall be maintained in accordance with generally accepted
accounting principles and shall be sufficiently complete and detailed so as to pennit an accurate
evaluation of the services provided by Contractor pursuant to this Agreement. All such records
shall be clearly identifiable.
5 .1.2 Inspection and Copying. Contractor shall allow a representative of City
during norn1al business hours to examine, audit, and make transcripts or copies of such records
and any other documents created pursuant to this Agreement. Contractor shall allow inspection
of all work, data, documents, proceedings , and activities related to the Agreement for a period of
three (3) years from the date of final payment under this Agreement. At no cost to City,
Contractor shall provide copies of such documents or records directly to the City for inspection,
audit and copying when it is practical to do so; otherwise, unless an alternative is mutually
agreed upon, such documents and records sha ll be made available at Contractor's address
indicated for receipt of notices in this Agreement.
5 .2 Ownership of Documents . All original maps, models, designs, drawings,
photographs, studies, surveys, reports, data, notes , computer files, files and other documents
prepared , developed or discovered by Contractor in the course of providing any services pursuant
to the Agreement shall become the so le propetiy of City and may be used, reused or otherwise
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disposed of the City without the pem1ission of the Contractor. Upon completion, expiration or
tennination of this Agreement, Contractor shall tum over to City all such original maps, models,
designs, drawings, photographs, studies, surveys, reports, data, notes , computer files , files and
other documents
SECTION 6. INSURANCE
6.1 Maintenance of Insurance. Prior to the beginning of and throughout the term of
this Agreement Contractor will m aintain insurance in confonnance with requirements established
by City's Purchasing Officer, Finance Director or Risk Manager for the type of Services being
performed. Contractor acknowledges that prior to the effective date of thi s Agreement, City
provided to Contractor the applicable insurance requirements, a copy of which are attached
hereto as Exhibit "F" ("Insurance"). Contractor will use existing coverage to comply with the se
requirements. If that existing coverage does not meet the requirem ents set forth here, Contractor
agrees to amend, supplem ent or endorse the exi sting co verage to do so. Contractor
acknowledges that the insurance coverage and policy limits provided by City constitute the
minimum amount of coverage required. Any insurance proceeds in excess of the limits and
coverage requi red in this Agreement and which are applicable to a given loss, will be available to
the City.
6.2 Additional Insureds . Contractor agrees to have its insurer include as additional
insureds City, its officials, employees and agents , under such polices, and using such form s as
may be , identified by the City's Purchasing Officer, Finance Director or Risk Manager.
Contractor also agrees to require all contractors, and subcontractors to do so likewi se.
6.3 Proof of Insurance to City. Proof of compliance with the in surance
requirements, consisting of certificates of insuran ce evidencing all of the coverages required and
such additional ins ured endorsements as have been required to Contractor's policies shall be
delivered to City concurrently with Contractor's execution of this Agreement, but in no event
later than the Effective Date of this Agreement.
6.4 Subcontractors Insurance. Contractor agrees to ensure that s ubcontra ctors, and
any other party invo lved with the project who is brought onto or involved in th e project by
Contractor, provi de the same minimum insurance coverage required of Contractor. Contractor
agrees to monitor and review all such coverage and ass umes all responsibility for en surin g that
such coverage is provided in conformity with the requirements of this section. Contractor agrees
that upon request, all agreements with subcontractors and others engaged in the project will be
submitted to City for review.
6.5 Modification of Insurance Provisions . City authorizes City Manager to make,
upon the written concurrence of the Finance Director or Risk Manager, reasonable amendments
to the insurance requirements provided b y City to Contractor under Section 6.1 of this
Agreement, after considering th e Scope of Services, potential liabilities, and the required l evel of
insurance to adequately protect the City from ri sk liability.
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SECTION 7. BONDS
Section intentionally deleted. No bo nds necessary for these services.
SECTION 8. TERMINATION.
8 .1 Termination by City. City may, by written notice to Contractor, tenninate with
or without cause, and without any prior notice of default or right to cure by Contractor, the whole
or any part of this Agreement at any time and by giving written notice to Contractor of such
tem1ination, and specifying the effective date thereof, at least three (3) days before the effective
date of such termination. Upon tennination, Contractor shall be compens ated only for those non-
di sputed Services, which have been adequately rendered to City, and Contractor shall be entitled
to no fmther compensation. Contractor may not terminate this Agreement except for cause.
8.2 Termination by Contractor. Contractor may, by w ritten notice to City,
terminate this Agreement based upon Ci ty's failure to timely cure a default under thi s Agreement
as provided herein. At lea st fort y-five (45) da ys prior to tennination, Contractor shall provide
City with a written notice specifying City's alleged default and providing City with a forty-five
( 45) day period to cure the default. Should City timely cure such default, the Agreement shall
continue. Should City failure to timel y or adequately cure such default, Contractor may
tenninate thi s Agreement by issuance of written notice to City.
SECTION 9. GENERAL PROVISIONS
9.1 Assignment or Transfer. Contractor shall not assign, hypothecate, or transfer,
either directly or by operation of law, thi s Agreement or any interest herein without the prior
written consent of the City. Any attempt to do so shall be null and void, and any assignees,
hypothecates or transferees shall acquire no right or interest by reason of such attempted
assignment, hypothecation or transfer.
9 .2 Loss and Damage. Contractor shall be re sponsible for all l oss and damage which
may arise out of the nature of the Services agreed to herein, or from the action of the elements, or
from any unforeseen difficulties which may arise or be encountered in the prosecution of the
Work until the same is fully completed and accepted by City.
9 .3 Excusable Delays . Contractor shall not be liable for damages, including
liquidated damages, if any, caused by delay in performance of failure to perf01m due to causes
beyond the control of Contractor. Such causes include, but are not limited to , acts of God, acts
of the public enemy, acts of federal , state or local govemments, acts of City, court orders, fires ,
floods, epidemics, strikes, embargo es, an d unusually severe weather. The term and price of this
Agreement shall be equitably adjusted for any delays due to such causes.
9.4 Cooperation; Further Acts. The P arties shall full y cooperate with one another,
and shall take any additional acts or sign any additional documents as may be necessary,
appropriate or convenient to attain the purposes of the Agreement.
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9.5 Governing Law. This Agreement shall be interpreted, construed and governed
according to the laws of the State of California. In the event of litigation between the parties,
venue in state tlial courts shall lie exclusively in the County of Los Angeles. In the event of
litigation in a U.S. District Court, venue shall lie exclusively in the Central District ofCalifomia,
located in Los Angeles, Califomia.
9.6 Integration. This Agreement, including the attached Exhibits "A'' through "F", is
the entire, complete, final and exclusive expression of the parties with respect to the matters
addressed therein and supersedes all other agreements or understandings, whether oral or written,
or entered into between Contractor and City prior to the execution of this Agreement. No
statements, representations or other agreements, whether oral or written, made by any party
which are not embodied herein shall be valid and binding. No amendment to this Agreement
shall be valid and binding unless in writing duly executed by the parties or their authorized
representatives.
9.7 Severability. If a tenn, condition or covenant of this Agreement is declared or
detennined by any court of competent jurisdiction to be invalid, void or unenforceable, the
remaining provisions of this Agreement shall not be affected thereby and the Agreement shall be
read and construed without the in valid, void or unenforceable provision(s).
9.8 Prohibited Interests. Contractor represents and warrants that it has not employed
nor retained any company or person, other than a bona fide employee working solely for
Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid
nor has it agreed to pay any company or person, other than a bona fide employee working solely
for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration
contingent upon or resulting from the award or making of this Agreement.
9.9 Amendments. No amendment to or modification of this Agreement shall be
valid unless made in writing and approved by the City and the Contractor. The parties agree that
this requirement for written modifications cannot be waived and that any attempted waiver shall
be void.
9.10 No Third Party Beneficiaries. There are no intended third party beneficiaries of
any right or obligation assumed by the Parties.
9.11 Delivery Of Notices. All notices required or permitted to be given under this
Agreement shall be in writing and shall be given to the respective parties at the addresses listed
in Exhibit "D", or at such other address as the respective parties may provide in writing for this
purpose. Such notice shall be deemed made when personally delivered or when mailed, forty-
eight (48) hours after depo sit in the U.S. Mail , first class postage prepaid and address to the part
at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice
occurred, regardless of the method of service.
9.12 Binding Effect. This Agreement shall be binding upon the heirs, executors,
admini s trators, s uccessors and assigns of the parties .
LA #4 822-4623-258 1 vi 9
9.13 Waiver. Waiver b y any party to thi s Agreement of an y tern1 , condition, or
covenant of this Agreement shall not constitute a waiver of any other tenn, condition, or
covenant. Waiver by any party or any breach of the provisions of thi s Agreement shall not
constitute a w aiver of any other provision, nor a w aiver of any sub sequent breach or violation of
any provi sion o f this Agreement. Acceptance by City of any work or s ervices by Contracto r
shall not cons titute a wai v er of any of the prov ision s of thi s Agreement.
9.14 Attorneys Fees, Costs And Expenses. In the event litigati on or other proceeding
is required to enforce or interpret any provision of thi s Agreement, the prevailing party i n such
litigation or other proceeding shall be entitled to an award of reasonable attorney's fees , Costs
and Expense s, in addition to a ny other relief to which it may be entitled.
9.15 Subcontracting. Contractor shall not subcontract an y portion of the work
required by this Agreement, except as express ly stated herein, without p1ior written approv al of
City. Subcontracts, if any, shall contain a prov ision making them subject to all prov isions
stipulated in this Agreement.
9.16 Counterparts. This Agreement ma y b e signed in counterparts, each of which
shall con stitute an original.
9.17 Authority To Execute. The person or persons executing this Agreement on
behalf of Contractor represents and warrants that he/she/they has/have the authority to s o execute
this Agreement and to bind Contractor to the perfonnance of its obligations hereunder.
IN WITNESS WHEREOF, the parti es hereto have caused thi s AGREEMENT to b e executed
the day and year first abo ve w ritten.
CITY OF TEMPLE CITY CONTRACTOR:
B y __________________________ __ By ______________________ __
City Manager (Authori zed Officer)
Title ------------------------APPROVED AS TO FORM:
Print Name
City Attorney
Phone
LA #4822-4623 -258 1 v l 10
EXHIBIT "A" SCOPE OF SERVICES
Task 1: Project Orientation
At the start of the project, Harris will meet with the City to discuss in detail the expectations for
the project, the budget programs to be determined, the field collection method, current
procedures for pavement maintenance, available resources and the project schedule. At this
meeting, the City will provide Hanis with cmrent unit costs, recent treatment histories or newly
acquired street data and the City's expected funding.
At this meeting, the City will provide Harris with:
Any updated City map showing all public streets and alleys within the City.
All street maintenance history data (Residential and Arterial), including sluny seal and
overlay projects.
City anticipated annual Street rehabilitation CIP budget.
Identification of any Maintenance Zones.
Functional classification (i .e., arterial, collector, local).
Current improvement strategies and unit costs.
The maintenance history update will be an integral pmi in establishing the Pavement Condition
Index for those streets that recently underwent rehabilitation.
Task 2: Field Data Collection
Harris will conduct a field inventory on all streets within the City (approximately 75 Centerline
miles) to collect & verify the following data:
Nam e of the street
Limits of the pavement segmen t (from /to)-A description of the limits of each pavement
section. The limits will note the side of the boundary street from which the segment was
taken (e.g., "N/S MAIN ST' refers to the north side of the intersection at Main St.). If
the limits exists between intersections, then the description may be an address , post mile
marker, or a distanc e from a known point of reference (e.g., "500' N /0 MAIN ST").
Length and width of the pavement segment -The length of each segment will be
measured using an electronic DMI (Distance Measuring Instrument) attached to and
specifically calibrated for a vehicle. The DMI unit will be recalibrated prior to the start
of the field inventory . City staff is welcome to test the accuracy of the measurements .
The width will be measured u sing a standard measuring wheel, and will be measured
from edge of pavement to edge of pavement.
Total area of the pavement segment-This will be calculated from the length and width
measurements. Adjustments may be made for medians, cro ss gutters, planters, etc., and
will be noted for each segment, if applicable.
LA #4822-4623-258 1 v l K ()
Number (~(travel lan es-The number of travel lanes, excluding parking lanes. Thi s
would include the double left tum lane in the center, if applicable.
Swface type-such as AC , PCC, Gravel , or Dirt
Sw:face distress -A walking survey of a representative street segment (approximately every
1000 feet) will be made and its condition recorded based upon actual surface conditions and
physical charactelistics of the segment. The following distress will be reviewed based in part on
criteria described in ASTM Standard D6433-09 -Pavement Management for Airport s, Road s
and Parking Lots:
A:-.phalt Co n crete Pavem e nts:
1. Alligator/fatigue cracking
2. Block Cracking
3. Bumps and Sags
4. Rutting and Depress ion s
5. Longitudinal and transverse cracking
6. Patching and utility trenches
7. Raveling and weathering
8. Potholes
Portland Cement Concr et e Pavement:
1. Comer breaks
2. Durability "D" cracking
3. Joint sealant damage
4. Joint and corner spalling
5. Longitudinal and transverse cracking (both non-reinforced and reinforced slab s)
6. Popouts
7. Shrinkage cracking
Identification of street geometry, frontage improvements and drainage properties will not be
include d in the s cop e because these are not factors that are used for detennining existing
pavement condition.
Task 3 -Photo Documentation
The scope will include a current di gital image of all streets and roadw ays surveyed (standard rule
of thumb is one photograph per residential stre et and approximately one photograph per mil e for
collector and arterial street, and at changes in condition or use of roadw ay). Photos will be
labeled by street name and numb ered sequentially in a west to east or south to north direction if
multiple photos are required for any particular street.
LA #4822-4623-258 1 v i L ()
Task 4-Identification of Roadway Section Requiring Structural Testing
The scope required identification of street segments where additional structural testing such as
Component Analys is or Deflec6on Test ing may be necessary. Thi s evaluation will be limited to
Arterial and Co llector streets only and based on an agreed upon target ran ge ofPCI's (i.e., 60-
40).
Task 5 -Quality Management Plan
Scope of work shall include the development of a fmmal data collection Quality Management
Plan (QMP). The QMP shall address data quality control for data collection as well as quality
acceptance by City staff.
Task 6-Treatment History Update
Harris will review the City provided records, datab ases, maps, and plans to obtain as much
pertinent infonnation as possible on any newly constructed or rehabilitated streets within the
City. Thi s data should include the following, if avai lable:
Maintenance history and capital improvement projects since last update
Identification of any Maintenance Zones
Functional classification (i.e., arterial, collector, local)
Current improvement strategi es and unit costs
The maintenance history update will be an integral part in establishing the P avement Condition
Index for those streets that recently underwent rehabilitation.
Task 7 -Pavement Management Data Entry and PCI Calculations
Once all field reviews have been completed all findings will be entered into a Pavement
Condition Index (PCI) and p avement rehabilitation treatment will be generated for each street
surveyed after the data entry has been completed.
Upon completion of the data entry tables will be generated showing each s treet section and its
current PC I. The PCI is presented using a scale of 0 to 100, where 0 is the worst condition and
100 is the best condition.
An electronic copy of the updated Streetsaver database w ill be provided to the City.
Task 8-Define Repair/Rehabilitation Strategies
Following review of the pavement condition inventory data, the various repair/rehabilitation
strategies will be discussed. Harris will review the City's existing repair and rehabilitation
strategies , and ass ist the City with development of cost effective preventative maintenance,
repair, and rehabilitation strategie s.
LA #4 822-4623 -2 58 1 v i M 0
The strategie s will be developed based on road class, type of surface and s pecific needs of the
City. The ta sk will deliver recommended strategies that are based upon the selection of
a ppropriate activities, unit costs, and life cycles for the City.
Task 9 -Develop 6-Year Capital Improvement Plan
Once the repair/rehabilitation strategies have been defined , Harris will id entify the recommended
maintenance and rehabilitation projects for all streets over a 6-year period . The r ecommended
projects would be identified on the basis of several criteria: cost/benefit analysis, present
pavement conditions, cunent and unconstrained funding levels, future routine and major
maintenance needs based on projected deterioration rates, and desired levels of service.
The primary emphasis of this task is to maxi mize the programming of street mai ntenance
projects using the most cost-effective maintenance strategies avai lable, and taking into account a
life cycle cost analysis of each strategy recommended.
Following this anal ysis, project li sts would be generated for four (4) funding levels :
Unconstrained Funding Level;
Zero Funding Level;
City's Cunent Projected Funding L eve l ; and
Hanis' recommended funding level for the City.
In thi s way, if available funding is less than required for completion of recommended projects
within a given year, it will be easy to determine which projects can be defened with the least
impact on current pavement conditions and future rehabilitation costs, in addition to showing the
total backlog of street maintenance work.
The funding scenarios will be rerun once based on the City's comments on th e Draft RepOii.
Task 10-Final Report
Harris will prepare an executive s ummary report that will summarize: the objectives for a sound
pavement management program ; the field data collection techniques and data necessary to
generate a reliable pavement management program; the assessment and evaluation results; and
present condition of streets evaluated and rehabilitation and maintenance strategies proposed.
Hanis will also provide our conclusions and recommendations within the executive summary.
The Pavement Management Program Rep01i will provi de a summary of the finding s fr om the
condition survey with the corresponding recommendations for the implementation of a cost
effective maintenance program.
The report will be prepared in a format that will utili ze the information gathered and analyses
performed b y Harris during the course of the project. The report will provide the City with
infmmation on:
LA #4822-4623-2581 vI N ()
Current pavement conditions shown in tabular format (best to worst condition) an d
graphical format for all street classifications and surface types , in order to establish user-
benefit relationships
Recommended maintenance and rehabilitation strategies
Project schedules and associated budgets (i.e., adjusted for inflation within the software
based on user selected inflation factors) for the entire network, as well as each street
segment, for each fiscal year over the seven year period
Priority projects that should be scheduled for immediate maintenance, based on existing
conditions
An analysis that allows the City to measure and understand the impact on an d cost of
deferred maintenance for the City street network
Deliverable: Pavement Management Report (1 hard copy, 1 electronic copy)
Streetsaver pavement data on CD-Rom
Task 11 -PMP Software and Staff Training
Software
Scope and fee includes procurement and implementation of the latest version of MTC's
Streetsaver PMP Program Online Version 9.0. Program cost are based on an annual subscription
fee. Support and use of the Streetsaver program will be limited to those included in the annual
subscription agreement with MTC and no additional warranty or support will be allowed
therefore.
Software Training
Harris' project manager will provide 12 hours oftraining sessions in the operation of the
Pavement Management Program and system procedures. The software operation training will
cover pavement section definition, data collection, pavement conditions surveys, data
entry/editing, database calculations , budge needs/analysis, report generation and database
management. Training topics may be added or subtracted within the scope of the hours allotted
to this task.
A workbook will be handed out as part of this training. The City will provide facilities for this
training. Harris can provide a computer projector for lecture-style training. Otherwise, the City
will provide a training facility with as many computers the City deem s necessary for attendees .
Field Survey Training
Harris will conduct one half da y pavement condition survey training workshop . This workshop
will focus on data collection methods , pavement di stress identification, and field data entry. It is
LA #4 82 2 -4 623-2581 vi 0 0
expected that a portion of thi s workshop will b e conducted in a classroom, with the m ajo rity of
the training he ld in the field. Fi eld tra ining will be conducted as Harri s technici ans conduct the
projects field ratings .
Training is needed for City perso nnel to operate the system independently after implementation
o f the P avement Management System .
Task 12-Sidewalk Inventory
The City is interested in conducting an evaluation ofvmious concrete distresses for existing
sidewalks. Based on discussions with City staff, it is assumed that 20% of the City's 75 miles
(15 miles) of roadways have exi s ting PCC sidewalks. Taking inot account both sides of the
street, it is assumed that up to 30 miles of si d ew alk will be reviewed and evaluated as part of this
proj ect. During the course of thi s project, if it is determined that the quantit y of sidewalk to be
r eviewed is more than 5% greater than the 30 miles assumed here, addition al scope and fee wi ll
n eed to be negotiated for the additional areas prior to completion of the sidewalk in ventory .
The approach presented in thi s proposal includes data collection using a manual method, where
s idewalk data is documented on paper work sheets and then entered into a MS Excel spreadsheet
in the office. The deliverable to the City will be a MS Excel spreadsheet which can b e sorted by
location (street and address) or di stress type .
H arris will develop an inventory guideline that will be used to conduct the concrete distress field
inspections. The guideline will detail the infonnation to be collected for si dewalks, and
procedures for handling anomalies. The guide lines will be reviewed and approved by the City
prior to commencing any fieldwork. Incorporated into the guidelines wi ll be the d ata collection
worksheets that will be filled out by each field technician. The guidelines will be used as part of
the qu ality control effort for fieldwork. These guidelines will be critical for perpetuating the data
in the future.
Preliminary Concrete distresses to be included in the guidelines may include the follow ing:
Vertical displacements greater than 112"
Cracks larger than Y:z"
Curb and gutter: lifted and/or depressed curb and gutter, areas of ponding, etc.
Need for root pruning
Severity, prioritization, and recommendation of concrete deficiencies
Severely cracked or broken PCC improvements
Harris' project manager will QC in specti o n work completed by inspectors at 25% and 100 %
completion of field inspection. A total of 5% of the sidewalk distress inventory will b e reviews
for qu ality. This step helps confirm that inspections are accurate and the m ethodology is
co nsistent between inspection crews. Additional Q C meas ures will be performed during the
office data entry process to dete1mine if the field collected data is being accurately entered into
the MS Excel spreadsheet.
LA #4 822-4623·2581 v i p ()
Harris & Associates will provid e a brief evaluati on of the sidewalk data co llected for this project
in an executive summary. Supporting field collected data and an opinion of probable
replacement cost s will be provided. A formal report outlining sidewalk repair strategies and
budget scenarios is not anticipated.
LA #4822-4623-258 1 v I Q ()
EXHIBIT "B" SCHEDULE OF PERFORMANCE
It is anticipated that the scope of work outlined above will take approximately 6 week s to
complete from the formal notice to proceed (NTP). The project is expected to be concluded by
February 28 , 2013. A fom1al schedule will be prov ided at the project kick-off meeting and may
be adjusted based on input from City staff.
LA #4 822-462 3 -2581 vi R ()
EXHIBIT "C" COMPENSATION
See Attached
In addition to the attached compensation table, the total compensation for the
Services shall not exceed $18 ,120.00 , as provided in Section 2 of this Agreement.
LA #4 822-4623-2 58 1 v i s )
BUDGET AND AUTHORIZATION
The table below provides a breakdown of hours, ass ignments , and budgeting for the work
program. The total fundin g requested under this Agreement is $31 ,880. The reque st is
based upon project information provided to Harris & Associates and doe s not account for
any additional fluctuations that may occur in the work program through the remaind er of
the project. Please indicate your acceptance of this work program by signing th e
approval line below and retuming the original to us.
Description QC Project Engineering PMP Total by
Manager Manager Technician Software Task
$200/hr $17 5/h r $80/hr
Task 1 Project Orientation 2 4 $670
Ta sk 2 Field Review an d Invent ory 12 88 $9,140
Ta sk 3 Ph oto Documentation 24 $1,920
Ta sk 4 denti fication of Road way Sections for 2 I $430
S tructural Testing
Task 5 Quality Management Plan 2 2 $750
Task 6 reatment History Update 2 16 $1,6 30
Ta sk 7 Pavement Management Da ta Entry a nd I 4 2 8 $3,140
PC! Calcu lations
Task 8 Define Repair/Rehabilitation Strategies 4 2 $860
Task 9 Develop 6-Y car Capital Im pro ve ment Plan 8 12 $2,360
Task 10 Final Re port 2 4 16 $2,380
Task II PMP Software and Staff Tra in ing 4 20 $1,50C $3,800
Ta sk 12 Sid ewalk Inventory (30 Miles Max .) I 8 40 $4,800
Total Hours per Staff 6 52 251
Tota l for Pavement Manage ment System $1 ,200 $9,100 $20,080 $31,880
Total Lump Sum Not-to-Exceed Cost $31,880
LA #4822-4623 -2581 v i T
EXHIBIT "D" REPRESENTATIVES
City ofT emple City
Community Development Department
9701 Las Tunas Drive
Temple City, California 91780
Attn : Robert Sahagun
Facsimile: (626) 285-8192
Harris & Associates
34 Executive Park, Suite 150
Inrine, CA 92614
Attn : Randall Bliss
LA #4 822-4623-2 58 1 v i 21
EXHIBIT "E" BONDS REQUIRED
None Required
LA #4822-4623-258 1 v l 22
EXHIBIT "F" INSURANCE
CONTRACTOR shall not commence work under this contract until CONTRACTOR shall
have obtained all insurance required by this Agreement and such insurance shall have been
approved by the CITY as to form, amount, and carrier; nor shall CONTRACTOR allow
any subcontractor to commence work on any subcontract until all similar insurance
required of the subcontractor shall have been so obtained and approved.
(a) COMPENSATION INSURANCE -CONTRACTOR shall take out and maintain
during the life of this contract, Worker's Compensation Insurance for all of
CONTRACTOR's employees employed in connection with this Agreement; and
if any work is s ublet, CONTRACTOR shall require the subcontractor similarly to
prov ide Worker's Compensation Insurance for all of the latter's employees,
unless s uch employees are covered by the protection afforded b y
CONTRACTOR. If any class of employees engaged in work under this contract
is not protected under any Workers' Compensation law, CONTRACTOR shall
provide and shall cause each subcontractor to provide adequate insurance for the
protection of employees not otherwise protected. CONTRACTOR shall
indemnify CITY for any damage resulting to it from failure of either
CONTRACTOR or any subcontractor to take out or maintain such insurance.
(b) COMPREHENSIVE GENERAL LIABILITY, PRODUCTS/COMPLETED
OPERATIONS HAZARD, COMPREHENSIVE AUTOMOBILE LIABILITY
AND CONTRACTUAL GENERAL LIABILITY INSURANCE
CONTRACTOR shall take out and maintain during the life of this contract such
comprehensive general liability, products/completed operations hazard,
comprehensive general li ability and contractual general liability insurance as shall
protect CITY, its elective and appointive boards, officers, agents and employees,
CONTRACTOR, and any subcontractor perfonning work covered by this
contract, from claims for damage for personal injury, including death, as well as
from claims for prope11y damage which may arise from CONTRACTOR's or any
subcontractor's operations under this contract, whether such operations be by
CONTRACTOR or by any subcontractor, or by anyone directly or indirectly
employed by either CONTRACTOR or any subcontractor, and the amounts of
such insurance shall be as follows:
(1)
(2)
(3)
LA #4 822-4623-2581 vi
Public Liability Insurance in an amount of not less than ONE MILLION
DOLLARS ($1,000,000);
Products/Completed Operations Hazard Insurance in an amount of not less
than ONE MILLION DOLLARS ($1,000,000);
Comprehensive Automobile Liability Insurance in an amount o f not less
than ONE MILLION DOLLARS ($1,000 ,000);
23
(4) Contractual General Liability In surance in an amount of not less than
ONE MILLION DOLLARS ($1 ,000,000).
A combined single limit policy with aggregate limits in an amount of not less than
TWO MILLION DOLLARS ($2 ,000,000) shall be considered equivalent to the
said required minimum limits set forth hereinabove.
(c) PROOF OF INSURANCE -The insurance required by this AGREEMENT shall
be with insurers which are Best A rated , and Califomia Admitted or better. The
CITY of Temple City shall be named as "additional insured" on all policies
required hereunder, and CONTRACTOR shall fumi sh CITY, concunently with
the execution hereof, with satisfactory proof of carriage of the insurance required,
and adequate legal assurance that each carrier will give CITY at least thirty (30)
days' prior notice of the cancellation of any policy during the effective period of
the contract.
(d) NOTICE TO COMMENCE WORK -The CITY will not issue any notice
authorizing CONTRACTOR or any su bcontractor to commence work under this
contract until CONTRACTOR has provided to the CITY the proof of in s urance as
required by subparagraph (c) of thi s article.
LA #482 2-4623-258 1 vi 24
Pnpa1'8111 Far:
PubiiCWDib D11181bDem
5838llllflnlan An•e
Temple Cllv, CA 91188-2249
ATIACHMENT "B"
Table of Contents
I. Introduction ............................................................................ 1
II. StreetSaver Pavement Management Sys tem .................................... 1-3
III. Field Data Compilation and Results ............................................. 3-4
IV. Summary and Conclusion ......................................................... 4-5
V . Recommendation ..................................................................... 5
Figures
Appendices
Figure 1: Pavement Deterioration Curve ........................................... 6
Figure 2: MTC StreetS aver Flowchart .............................................. 7
Figure 3: PCI Categories .............................................................. 8
Figure 4: Illustration of Time Sequence Assignment of Preventive
Maintenance Treatments .................................................. 9
Figure 5: Illustration of Time Sequence Assignment of Preventive
Maintenance Treatments ................................................. 1 0
Figure 6: Maintenance & Rehabilitation (M&R) Decision Tree .............. 11
Appendix A-Section Condition Inventory and Section PCI Listing
Appendix B -Preventive Maintenance and Rehabilitation Decision Trees
Appendix C -Needs -Treatment/Cost Details
Appendix D -Scenarios-Sections Selected for Treatment
Appendix E-Needs -Projected PCI/Cost Summary, Scenarios -Cost
Summary, and Scenarios-Network Condition Summary
Appendix F-Pavement Condition Photos
Appendix G -Report Graphs
I. INTRODUCTION
This pavement evaluation and management program was developed for Temple City's
streets and alleys. The City is approximately 3.85 square miles in size and has a street
network made up of 75 miles of streets and alleys. From a functional street classification
standpoint, 1 0 miles are arterials , 41 miles are collectors, 20 miles are residential/local,
and 3 miles are alleys.
It is impmtant to maintain roads on a regular basis rather than to put off the work as long
as possible. Figure 1, entitled "Pavement Deterioration Curve", shows that pavement
performs well during the first 75% of its normal life and is still considered to be in fair
condition. After that, however, the pavement deteriorates very rapidly with another 40%
drop in quality, which leads to a road in very poor condition. This pavement condition
variation is very significant because studies have shown that if streets are maintained
while in good to excellent condition, the total annual maintenance investment is four to
five times less than if the pavement is al1owed to cycle to poor or failed conditions.
Figure 1 depicts the dynamic nature of road deterioration.
II. STREETSAVER PAVEMENT MANAGEMENT SYSTEM
A pavement management system (PMS), using the Metropolitan Transportation
Commission (MTC) StreetSaver software, was developed to help organize and analyze
information about pavement conditions in order to determine the most cost effective
maintenance treatments and strategies. Specifical1y, the StreetSaver PMS, a network-
level program, assessed the condition of the road network, defined and adjusted
maintenance treatments and costs , and examined the impact of specific maintenance and
rehabilitation budget allocation strategies through the use of "what if' reports . Two
important goals of this program are to:
• Improve the pavements that are in poor condition, and
• Keep the streets that are in good condition from deteriorating to the point where
less expensive repairs are no longer effective.
Figure 2 entitled "MTC StreetSaver Flowchart," is an overview of the program and is
generally described as follows :
Network Definition and Sectionalization
First, the road network must be defined and sectionalized to include all streets, alleys,
parking lots, and other pavements in the street network. Through sectionalization and
creation of road management sections, road data such as : identification, location, number
of lanes, functional classification, area, and surface type was established for database use.
- 1 -
Pavement Inspection
Next, the management sections were inspected (inspection sample units were usually
between 10% and 15% of a management section area). The types, severities, and
quantities of distress present in the inspection sample units, as defined in the MTC
Distress Identification Manual, were next assigned to the management section based on
field survey of the inspection sample unit. Based on evaluation of the distress
information, the Pavement Condition Index (PCI), a rating of pavement condition on a
scale from 0 to 1 00, was assigned to the management section.
Budget Needs
Following the breakdown of the pavement network into sections and determination of
pavement condition, the StreetSaver projects the PCI of the network and the individual
sections over a five year analysis period. Sections were selected for maintenance and
rehabilitation during the analysis period as they met established PCI (condition) levels or
breakpoints.
Preventative Maintenance vs. Rehabilitation
A PCI breakpoint of 70 was used to separate preventative maintenance and rehabilitation.
Preventative maintenance has been considered to be any activity which keeps the
pavement condition above a PCI of 70 and prevents the section condition from
deteriorating over the analysis period. Rehabilitation was considered to be any activity
which improved the condition and increased the PCI above 70. Hence, for a PCI of 70 or
above, the section was programmed for preventative maintenance and for PCI less than
70, the section was programmed for rehabilitation.
PCI Categories
The PCI range of 0 to 100 has been broken down into five categories (breakpoints) for
budget calculation purposes and are as follows:
PCI Category
I
II
III
IV
v
PCI~70
50 5 PCI < 70 (Non-load related distress)
50 ~ PCI < 70 (Load related distress)
25 ~PCI<50
0 ~PCI <25
A graphical illustration of the PCI groups is presented on Figure 3 .
Maintenance and Rehabilitation Decision Tree
When a pavement section is identified for maintenance or rehabilitation, a user-defined
network-level cost category for a pavement of that functional clao;s, type, and condition is
-2-
used to delermine the fund needs for that section. For section s falling within the
preventative maintenance category (PCI ~ 70), a time sequence was used to identity the
appropriate treatment and cost. The time sequence concept is illustrated in Figure 4 .
For those sections falling into rehabilitation category (PCI<70), the PCI was used to
determine the repair category for a pavement section. The trigger value concept is
illustrated in Figure 5 .
The repair category was combined with functional classification (as a surrogate for
traffic) and surface type (as a surrogate for structural adequacy) to identify the
appropriate treatment and cost. The treatment and cost identified for the section is a
network-level budget planning treatment and i s generally considered as a cost category
for budgeting purposes rather than an actual treatment. At the network level, the costs
are more critical. Some sections will require more money than estimated, some will
require les s. A project-level analysis will be used to determine the actual treatment to be
used for a given section based on condition, structural capacity, and other factors .
A graphical illustration of the decision tree structure is shown in Figure 6 .
III. FIELD DATA COMPILATION AND RESULTS
The Appendices of this report contains a compilation of information that is an integral
part of the pavement study and is briefly described as follows:
Appendix A -Section Condition Inventory and Section PCI Listing
The Section Condition Inventory is essentially a compilation of the 353 management
sections and the field inspection measurement of its pavement distresses . It also lists the
resulting PCI per management section. The Section PCI Listing is basically a
simplification of the Section Condition Inventory.
Appendix B -Preventive Maintenance and Rehabilitation Decision Trees
The enclosed decision tree work sheets, one for Preventive Maintenance (a PCI greater
than or equal to 70) and one for Rehabilitation (a PCI < 70) are used to determine the
fund needs for the pavement section. This is possible because when a pavement section
is identified for maintenance or rehabilitation, a user-defined network-level cost category
for a pavement of that functional class, type, and condition has been pre determined.
Appendix C -Needs-Treatment/Cost Details
This is the information that is generated once the PCis for the individual pavement
sections have been determined and processed by the appropriate decision tree. In
addition to specific type of pavement treatment and cost, the year of the application over
a five year period is designated .
-3 -
Appendix D -Scenarios-Sections Selected for Treatment
This report is a section-by-section record that provides a listing of sections selected for
treatment , based on user-defined budgetary constraints and other parameters. It contains
the folJowing infmmation: street name; beginning and end locations; street and section
IDs ; functional classification; surface type; estimated cost ofthe reco mmended treatment ;
weighted effectiveness rating; and the treatment description. The records are grouped by
year and then printed in alphabetical order by street name and section ID .
Appendix E-Needs-Projected PCI/Cost Summary, Scenarios-Cost Summary and
Scenarios-Network Condition Summary
The Needs-Projected PCI/Cost Summary essentially shows the amount of funding
required to maintain the network at the optimal level based on the pavement maintenance
policy as established in the decision trees in this report.
The Scenarios-Cost Summary consists of four probable budget plans. It summarizes
results from a budget scenario standpoint. Additionally, these charts show a breakdown
of the estimated costs (for the recommended treatments) by year and their respective
condition category. It also takes into account the deferred maintenance per year.
The Scenarios-Network Condition Summary provides a breakdown of the network
condition before and after the recommended treatments are applied . The projected
network PCis are shown if the recommended treatments are applied and if they are not.
Appendix F -Pavement Condition Photos
Pictures of streets, identified by street names , are described by their respective PCI.
Also, proposed maintenance u·eatment is noted.
Appendix G -Report Graphs
A line graph and the bar charts illustrate different PCI levels and the current condition
categories of the network.
IV. SUMMARY AND CONCLUSIONS
Temple City's street ne twork currently has a PCI of 74 (December 2007), which indicates
the street network is in a preventative maintenance mode (see Figure 2-PCI Categories)
and typically means the pavement is in "good" condition. A PCI of 74 also means that
the pavement treatments will be primarily composed of seal coats, sealing cracks, and
possibly some thin overlays.
The importance of keeping a street network's average PCI al or above 70 is that for every
dollar needed to treat a roadway with a PCI of 70 or higher, it will cost approximately
five dollars to fix the same roadway once it has deteriorated to point where major
-4-
rehabilitation or reconstruction is necessary. Hence, unlike pavement rehabilitation or
reconstruction, preventative maintenance treatments usually have high cost effectiveness
ratios because they greatly extend the life of the pavement if applied to a street with a
PCI of 70 or above and they are typically low cost treatments.
The following table highlights the "PCI vs. Different Budgets" graph that shows the "Do
Nothing," $100,000, $250,000, $500,000, $750,000, and the "Unconstrained" budgets.
Annual Distribution
1 r
5-Year Period Starting PCI EndingPCI
(Dec., 2007) (Dec., 2011)
"Do Nothing" 2007-2011 74 64
$lOOK 2007-2011 74 67
$250K 2007-2011 74 70
$500K 2007-2011 74 73
$750K 2007-2011 74 75
"Unconstrained Budget" 2007-2011 85 83
To maintain a street network average PCI over 70, it would require a disbursement of
$250,000 per year over a five year period. This situation would mean that the street
network average PCI would drop about four PCI points and the pavement would degrade
in condition.
V. RECOMMENDATION
It is recommended that a minimum the City maintain its street network in a preventative
maintenance mode (PCI> 70) by budgeting annual pavement maintenance disbursements
greater than $250,000 for the five year period.
-5-
MTC StreetSaverTM DECISION TREE
(Maintenance Treatments and Costs}*
s~ACE I coHDmoN I BRANCH I MAINTENANCE REPAIR STRATEGY FUNCTIONAL I CLASS IFICATION TYPE ~ ro
AC~; I .
I •
I
I
/ ..-
/ N:;JAC~ •
I / ... ~.
/ "' . RESIOENT1AL / /' • ' / I ' / /'
/ / //
I
...
u
Ill rv v
II
Ill
flf v
u
Ill rv v
u
Ill rv v
11
111
112
11:1
114
12
as ee
67
ee
13
u
70
71
12
14
73
74
76
71
I 15
u T1
Ill 71
IV 711 v aa
$.811
.,74
4.0-4
1.11 a.oa
1.117
1.75
s.ao
.74
·IJI.C
U2
·~
!.14
1.75
'.so .7<1
LG4
1.!2.
US
U4
•• 71
0.00
1.11
1.51
1n
7:rr
$.60 o.oo
0.00
D.OO
D.OO
1.117
1.75
'Then .. d.,. \'Oiuos)ltw~ ilw;~bl ,....nocf and II>Odllled ID1IIocalc:ond1Jcno.
-Prowntw IIWal.._ ..,..a-..quencod • detlned bylhe-. ewnnly, cnackaulo .. ...,.tn.y.u.,
c:111p ..... lt'ftt'l .. _,...., anc1 rna an.~ O¥efl.y ~~~~«twa • ...ts.
Figure 6: M&R Decision Tree.
-11 -
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8<1)'<1
M!Yd
APPENDICES
APPENDIX
A
Temple City
Section Condition Inventory
Street Name: ALLEY EAST OF BALDWIN
AVENUE
Length: 1.345 PCI:
Width: 20 PCIHigh:
Area: 26.900 PCILow:
Street Name: ALLEY EAST OF CAMELLIA
AVENUE
Length: 490 PCJ :
Width: 19 PCI High :
Area: 9310 PCILow:
Street Name: ALLEY EAST OF EL MONTE
AVENUE
Length: 930 PCI:
Width: 20 PCIHigh:
Area: 18.600 PCILow:
Street Name: ALLEY EAST OF ROSEMEAD
BLVD .
Length: 540 PCI:
Width: 20 PCIHigh:
Area: 10 ,!!00 PCILow:
Street Name: ALLEY EAST OF TEMPLE CITY
BLVD
Length: 490 PCI:
Width: 19 PCJHigh:
Area: 9.310 PCI Low :
Street Name: ALLEY EAST OF TEMPLE CITY
BLVD
Length: 430 PCJ:
Width: 20 PCJ High:
Area: 8.600 PCI Low:
Street Name: ALLEY NORTH OF LAS TUNAS
DRIVE
Length:
Width:
Area:
1.190
19
22.610
PCJ:
PCIHigb:
PCJI..ow:
Street ID: A_EJBA Section ID : 13-02
59 Load Related Distresses: 100.00%
63 Environmental Distresses: 0.00%
56 Other Distresses: 0.00%
Street ID: A_E!CA Section ID : 05-04
100 Load Related Distresses: 0.00%
100 Environmental Distresses: 0.00%
100 Other Distresses: 0.00%
StreetiD: A_EIEL Section lD: 17-01
78 Load Related Distresses: 63 .76%
78 Environmental Distresses: 36.24%
78 Other Dis tresses: 0.00%
Street ID: A_E!RO Section ID: 07 -03
100 Load Related Distresses: 0.00%
100 Environmental Distresses: 0.00%
100 Other Distresses: 0.00%
StreetiD: A....EITE Section ID: 05-04
89 Load Related Distresses: 100.00%
89 Environmental Distresses: 0.00%
89 Other Distresses: 0.00%
Street ID: A_EITE Section ID: 11 -02
63 Load Related Distresses: I 00.00%
63 Environmental Distresses: 0.00%
63 Other Distresses: O.OOCh>
Street ID: A_N/LA Section ID: 01 -04
58
58
58
Load Related Distresses:
Environmental Distresses:
Other Distresses:
20.63%
58.74%
2Q.63'ib
Street Name: ALLEY NORTH OF LAS TUNAS Street lD: A_N/LA
DRIVE
Section ID: 07-06
Length: 410 PCI:
Width: 19 PCJ High:
Area: 7.790 PCI Low:
Street Name: ALL. NORTH OF LOWER
AZUSA ROAD
Length: 21 0 PCI:
Width: 20 PCI High:
Area: 4 .200 PCI Low:
Street Name: ALL. NORTH OF LOWER
AZUSA ROAD
56 Load Related Distresses:
56 Environmental Distresses:
56 Other Distresses:
Street lD: A_N/LO Section ID:
86.51%
O.O<Yif>
13.49 %
11 -02
79 Load Related Distresses: I 00.00%
79 Environmental Distresses: 0.00%
79 Other Distresses: 0.00%
Street ID: A_NILO Section ID: 15-01
Length: 570 PCI: 52 Load Related Distresses: 100.00%
Width: 20 PCI High: 52 Environmental Distresses: 0.00%
Area: 11.400 PCI Low: 52 Other Distresses : 0.00%
Street Name: ALL EY SOUTH OF BROADWAY Street JD: A_SIBR Section ID: 07-03
Length: 1.320 PCI: I 00 Load Related Distresses: 0.00%
Width: 20 PCI High: 100 Environmental Distresses: 0.00%
Area: 26.400 PCI Low: I 00 Other Distresses: 0.00%
Selection Criteria: Page
Date Printed I 0/ 18/2006
PMSI028
Inspection Date: I 0/13/2006
Samples Surveyed: 2
Inspection Date: I 0!13/2006
Samples Surveyed:
Inspection Date: 10113/2006
Samples Surveyed:
Inspection Date: 1019/2006
Samples Surveyed:
Inspection Date: I 0/9/2006
Samples Surveyed:
Inspection Date: 10/1 3/2006
Samples Surveyed:
Inspection Date: 9/28/2005
Samples Surveyed:
Inspection Date: 1 0/9/2006
Samples Surveyed:
lnspedion Date: 10113/2006
Samples Surveyed:
Inspection Date: I 0/13/2006
Samples Surveyed:
Inspection Date: 10/9/2006
Samples Surveyed:
MTC StreetSaver
Temple City
Section Condition Inventory
Street Na me : ALLEY SOUTH OF FREER
STREET
Street ID: A_SIFR Section ID: 17-0 1
Length: 350 PCI:
Width: 20 PCIHigh:
Area: 7.000 PCILow:
Street Name: ALLEY SOUTH OF LAS TUNAS
DRIVE
Length: 1.100 PCI :
Width: 20 PCI High:
Area: 22.000 PCILow:
Street Name: ALLEY SOUTH OF LAS TUNAS
DRIVE
Length: 660 PCI:
Width: 19 PCIHigh:
Area: 12.540 PCILow:
Street Name: ALLEY SOUTH OF LAS TUNA S
DRIVE
Length: 220 PCI:
Width: 20 PCIHigh:
Area: 4.400 PCILow:
Street Name : ALLEY SOUTH OF LAS TUNAS
DRIVE
Length: 425 PCI:
Width: 19 PCI High:
Area: 8,075 PCI Low:
Street Na me: ALLEY SOUTH OF LIVE OAK
AVENUE
67 Load Related Distresses:
67 Environmental Distresses:
67 Other Distresses:
Street ID: A_S/LA Section ID:
100 Load Related Distresses:
100 E nvironmental Distresses:
100 Other Distresses:
StreetJD: A_S/LA SectioniD:
100 J.oad Related Distresses:
100 Environmental Distresses:
100 Other Distresses:
Street iD: A_S/LA Section ID:
100 Load Related Distresses:
100 Environmental Distresses:
100 Other Distresses:
Street ID: A_S/LA Sectio niD:
56 Load Related Distresses:
56 Environmental Distresses:
56 Other Distresses:
Street ID: A_SILJ Section ID:
100.00"/c
0.00%
0.00%
OSA-04
O.OOo/c-
0.{)()%
O.QOl'/,
058-04
O.CXYA•
0.00%
0.00%
05C-04
0.00%
0.00%
0.00%
07-06
74.96%
17.00 %
8.04%
11 -04
Length: 570 PCI: I 00 Load Related Distresses: O.OO 'k
Width: 20 PCI High: I 00 Environmental Distresses: 0.00%
Area: 11.400 PCI Low: 100 Other Distresses: 0.00%
Street Name: ALL. SOUTH OF LOWER AZ USA Street ID: A_S/LO Section ID: 09-03
ROAD
Length: 235
20
4.700
PCI: 61
61
6 1
Load Related Distresses: I 00.00%
Width: PCIHigh: Environmental Distresses: 0.00%
Area: PCILow: Other Distresses: 0.00%
Street Name: ALLEY WEST OF BALDWIN
AVENUE
Street ID: A_ W/BA Section ID: I 1-04
Length:
Width:
Area:
165
20
3.300
PCI: 100
PCI High: I 00
PCILow: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Na me: ALLEY WEST OF EL MONTE Street ID: A_ WIEL Section JD:
Length: 595 PCI:
Width: 16 PCJHigh:
Area: 9,520 PCI Low :
82 Load Related Distresses:
82 Environmental Distresses:
82 Other Distresses:
O.W k-
O.CXYA>
0.00%
15 -01
96.02%
3.98%
0.00%
Street Name: ALLEY WEST OF PERSIMMON Stree t ID: A_ WIPE
AVENUE
Section ID: 17-01
Length: 180 PCI: 87 Load R elated Distresses:
Width: 20 PCI High: 87 Rnvironmental Distresses :
Area: 3,600 PCI Low : 87 Other Distresses :
Street Name: ALLEY WEST OF TEMPLE CITY Street ID: A_ W/TE Section ID:
BLVD
o.oor.t.
100.00%
0.00%
09-03
Length: 445
20
8.900
PCI: 75 Load Related Distresses: I 00.00%
Width:
Area:
PCIHigh: 75
PCILow: 75
Environmental Distresses: 0.00%
Other Distresses: O.O<¥'h>
Selection C riteria: Page 2
Date Printed I 0/18/2006
PMSI028
Inspection Date: I 0/9/2006
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 9/30/2005
Sampl es Surveyed:
Inspection Date: I 0113/2006
Sampl es Surveyed:
Inspection Date: 10/13/2006
S11mples Surveyed:
Inspection Date: I 0/9/2006
Samples Surveyed:
Inspection Date: 10/13/2006
Samples Surveyed:
Inspection Date: I 0/13/2006
Samples Surveyed :
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date: I 011 3/2006
Samples Surveyed:
MTC StrcetSaver
Temple City
Section Condition Inventory
Street Name: ACASO DRIVE
Length: 325 PCI:
Width: 36 PC1: High:
Area: 11,700 PCILow:
Street Name: ALLEY EAST OF CAMELLIA
AVENUE
Length: 490 PCI:
Width: 19 PCIHigh:
Area: 9.310 PULow:
Street Name: ALLEY EAST OF CLOVERLY
AVENUE
Length: 490 PCI:
Width: 19 PCIHigh :
Area: 9.310 PCI Low:
Street Name: ALLEY EA ST OF KAUPFMAN
AVENUE
Length: 490 PC I :
Width: 19 PCI High:
Area: 9.310 PCILow:
Street Name: ALLEY EAST OF TEMPLE CITY
BLVD
Length: 490 PCI:
Width: 19 PCIIligh:
Area: 9.310 PCILow:
Street Name: AGNES A VENUE
Length: 2,645 PCI:
Width: 36 PCI lligb:
Area: 95.220 PCILow:
Street Name: AGNES A VENUE
J,ength: 295 PCI:
Width: 36 PCI High:
Area: 10.620 PCILow:
Street Name: AGNES AVENUE
Length: 1.245 PCI:
Width: 40 PCIHigh:
Area: 49,800 PCILow:
Street Name: AGNES A VE NUE
Length: 1.490 PCI:
Width: 36 PCIIligh:
Area: 53 .640 PCILow:
Street Name: ALESSANDRO A VENUE
Length: 2.670
Width: 36
PCI:
PCIHigh:
Area: 96,120 PCILow:
Street Name: ALESSANDRO AVENUE
Length: 1 ,595 PCI:
\Vidth: 36
Area: 57.420
PCI High:
PCILow:
Selection Criteri a:
StreetiD:
76
76
76
Street JD :
72
72
72
StreetiD:
56
56
:56
StreetiD:
55
55
55
StreetiD:
56
56
56
StreetiD:
69
84
48
Street ID:
75
75
75
StreetiD:
74
74
74
StreetiD:
74
74
74
StreetlD:
59
79
45
Street ID:
15
15
75
ACASOD Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AE/CAM Section ID:
Load Related Distresses:
Emironmental Distresses:
Other Distresses:
AEICLO Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AE/KAU Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AEITC SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AGNESA Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AGNES A Section lD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AGNESA Section JD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
AGNESA Section 10:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
ALES SA Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
ALESSA Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Page
09-0 3
0.00'/t
100 .00~
0 .00'/f-
05-04
O.<XYA>
100.00%
0 .00%
05 -04
0 .00%
100.00%
0.00%
05-04
0.:52%
98.96%
0.52%
05-04
0.00%
100.00%
0.00%
05 -04
62.80%
36.49%
0.70%
IIA-04
0.{10%
100.00%
0.00%
118-02
0 .00%
IOO.Wk
0 .00%
11C-04
0.00%
100.00%
O.OO'h>
05-04
8.75 %
82.50Ck
8.75%
9A-03
O.OOC..i:
100.00%
0 .00%
Date Printed 10/1!!/2006
PMS102R
Inspection Date: IO/I/2{Xl5
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 9/3012005
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 9/1/2006
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: I 0/1/2005
Samples Surveyed:
Inspection Date: I 0/1/2005
Samples Surveyed:
Inspection Date: 9129/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
3
3
MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: ALESSANDRO A VENUE Street ID: ALES SA Section ID: 98-03
Length: 895 PCI: 75 Load Related Distresses: O.OO':f·
Width: 36 PCI High: 75 Environmental Distresses: 100.00%
Area: :U .220 PCI J,ow: 75 Other Distresses: O.OO ik·
Street Name: ALESSANDRO A VEN UE Street ID: ALES SA Section ID: 9C-03
Length: 620 PCI: 75 Load Related Distresses: 0 .00%
Width: 20 PCIHigh: 75 Environmental Distresses: 100 .00%
Area: 12,400 PCILow: 75 Other Distresses: 0.00%
Street Name: ALESSANDRO A VENUE Street ID: ALESSA Section ID: 9D -04
Length: 955 PCI: 7.'i Load Related Distresses: 0.00%
Width: 31 PCI High: 75 Environmental Distresses: 100.00'7r
Area: 29.605 PCI Low: 75 Other Distresses: O.OO 'i'r
Street Name: ALLEY EAST OF CLOVERLY StreetiD: ALLEYE Section ID: 05 -04
AVENUE
Length: 490 PCI: 72 Load Related Distresses: 0.00%
Width: 19 PCI High: 72 Environmental Distresses: 100.00%
Area: 9.310 PCILow: 72 Other Distresses: 0.00%
Street Name: ALLEY NORTH OP HERMOSA StreetiD: ALLEYN Section ID: 01-06
DRIVE
Length: 1.450 PCI: 13 Load Related Distresses: 100.00%
Width: 20 PCilligh: 13 Environmental Distresses: 0.00%
Area: 29,000 PCI Low: 13 Other Distresses: 0.00%
Street Name: ALLEY NORTH OF LAS TUNAS StreetiD: ALLEYN Section ID: 05 -04
DRIVE
Length: 1.750 PC I: 72 Load Related Distresses: 0.00%
Width: 20 PCIHigh: 72 Envi ronmental Distresses: 100.00<k>
Area: 35.000 PCILow: 72 Other Distresses: 0.00%
Street Name: ALLEY NORTH OF DANBURY Street ID: ALLEYN SectioniD: 17-01
Length: 215 PCI: 87 Load Related Distresses: 0.00%
Width: 20 PCI High: 87 Environmental Distresses: 100.00%
Area: 4.300 PCILow: 87 Other Distresses: 0 .00%
Street Name: ALLEY SOUTH OP DAINES Street ID: ALLEYS SectloniD: 17-0J
Length: 215 PCI: 38 Load Related Distresses: 100.00%
Width: 20 PCI High: 38 Environmental Distresses: 0.00%
Area: 4,300 PCILow: 38 Other Distresses: 0.00%
Street Name: ALLEY WEST OF TEMPLE CITY Street ID: ALLEYW Section ID: 05-04
BLVD
Length: 490
Width: 19
Area: 9,310
PC I :
PCIHigh:
PCILow:
Street Name: ARDEN DRIVE
Length: 1.875
Width: 56
Area: 105.000
PCI:
PCI High:
PCILow:
Street Name: ARDEN DRIVE
Length: 1.225
Width: 40
Area: 49.000
PCI :
PC! High:
PCILow:
Se lec tion Crii.Cria:
72 Load Related Distresses: 0.00%
72 Environmental Distresses: 100.00%
72 Other Distresses: 0.00%
Street ID: ARDEND Section ID: ISA-01
60 Load Related Distresses: 0.00 9r
60 Environmental Distresses: I 00.00%
60 Other Distresses: 0.00%
StreetiD:
60
60
60
ARDEND Section ID: 158-01
Load Related Distresses: 0.00%
Environmental Distresses: I 00.00%
Other Distresses: O.OO"f.
Page 4
Date Printed I 0/18/2006
PMSI028
Inspection Date: I 0/1/2005
Samples Surveyed:
Inspection Date: I 0/1/2005
Samples Surveyed:
Inspection Date: I Oil 12005
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 9/2812005
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 10/6/2005
Samples Surveyed:
Inspection Date: 10/6/2005
Samples Surveyed:
Inspection Date: 9/5/2006
Samples Surveyed:
Inspe<.1ion Dale: I 0/1 2/2005
Samples Surveyed:
Inspection Date: I 0/1212005
Samples Surveyed:
MTC StreeiSaver
Temple City
Section Condition Inventory
Street Name: ARDEN DRIVE
Length: 300
Width: 28
Area: 8.400
PCI:
PCIHigh:
PCI Low:
Street Name: ARDEN DRIVE
Length: 295
Width: 36
Area: I 0.620
PCI:
PCI High:
PCILow:
Street Name : ARDENEL A VENUE
Length: 595 PCI:
Width: 30 PCIHigh:
Area: 17 ,85 0 PCILow:
Street Name: ARDSLEY DRIVE
Length: 1.170 PCI:
Width: 30 PCIHigh:
Area: 35.100 PCILow:
Street Name: ARROWOOD STREET
Length: 460 PCI:
Width: 36 PCI High:
Area: 16.560 PCILow:
Street Name: ARROWOOD STREET
Length : 225 PCI:
Width: 26 PCI High :
Area: 5,850 PCILow:
Street Name: ARROWOOD STREET
Length: 360 PCI:
Width: 26 PCIHigh:
Area: 9J60 PCILow:
Street Name: ALLEY SOUTH OF LAS TUNAS
DRIVE
Length: 220 PCI:
Width: 19 PCI High:
Area: 4.180 PCI Low:
Street Name: ALLEY SOUTH OF LAS TUNAS
DRIVE
Length: 615 PCI:
Width: 19 PCI High:
Area: 11.685 PCI Low:
Street ID: ARDEND Section ID:
60 Load Related Distresses :
60 Environmental Distresses:
60 Other Distresses:
15C-01
0.00/)'c
IOO .OO IX-
O.OO'Jf-
Street ID: ARDEND Section ID: 150-01
60 Load Related Distresses: 0.00%
60 Environmental Distresses: IOO.OOo/r
60 Other Distresses: O.ClO%
StreetiD: ARDENE Section ID:
98 Load Related Distresses:
98 Environmental Distresses:
98 Other Distresses:
Street ID: ARDSLE Section IV:
56 Load Related Distresses:
56 Environmental Distresses:
56 Other Distresses:
Street. IV: ARROWO Section JD:
72 Load Related Distresses:
72 Environmental Distresses:
72 Other Distresses:
Street lD: ARROWO Section ID:
72 Load Related Distresses:
72 Environmental Distresses:
72 Other Distresses:
StreetiD: ARROWO Section ID:
99 Load Related Distresses:
99 Environmental Distresses:
99 Other Distresses:
StreetiD: AS-LAS Section ID:
53 J,oad Related Distresses:
53 Environmental Distresses:
53 Other Distresses:
Street ID: AS/LAS Section ID:
50 Load Related Distresses:
50 Environmental Distresses:
50 Other Distresses:
I 1-02
0.00~
100.00%
0.00%
09-03
60.47%
39.53%
0.00%
15-01
0.00%
100.00%
0 .00%
17A-Ol
0 .00%
100 .00%
0.00%
178-01
0 .00%
100.00%
0.00%
05-04
5.99%
94.01 %
0.00%
0 7-06
90.42'«
8.17%
1.41%
Street Name: ALL. SOUTH OF LOWER AZUSA Street ID: AS/LOW Section ID: I 1-02
ROAD
Length: 235 PCI: 66 Load Related Distresses: 100.00%
Width: 20 PCI High: 66 Environmental Distresses: O.ClO%
Area: 4.700 PCILow: 66 Other Distresses: 0.00%
Street Name: AVON AVENUE Street ID: AVONAV Section ID: 01A -06
Length: 405 PCI: 3 1:1 Load Related Distresses: 1!5 .95%
Width: 34 PCI High: 38 Environmental Distresses: 10.50%
Area: 13 .770 PCILow: 38 Other Distresses: 3.55%
Selection Criteria : Pagl! 5
Date Printed I 0118/2006
PMSI028
Inspection Date: I 0/ 1212005
Samples Surveyed :
Inspection Date: 1 0/J 2/2005
Samples Surveyed:
lnspedion Date: 10/1/2005
Samples Surveyed:
Inspection Date: I 0/412005
Samples Surveyed:
Inspection Date: I 0/1112005
Samples Surveyed:
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date : 1 0/6/2005
Samples Surveyed:
Inspection Date: 9/5/2006
Samples Surveyed:
Inspection Date: I 0/9/2006
Samples Surveyed:
Inspection Date: 1 0/13/2006
Samples Surveyed:
Inspection Date: 9/27/2005
Samples Surveyed:
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: AVON AVENUE Street ID: AVONAV SectioniD: OIB-06 Inspection Date: 9/27/2005
Length: 225 PCI: 38 Load Related Distresses: 85 .92 % Samples Surveyed:
Width: 30 PCIH.igh: 38 Environmental Distresses: 10.51 %
Area: 6.750 PCILow: 38 Other Distresses: 3.57'if-
Street Name: AVON AVENUE Street ID: AVONAV Section ID: OIC -06 Inspection Date: 9/27/2005
Length: 1.5 35 PCI: 35 Load Related Distresses: R0.47'h-Samples Surveyed: 2
Width: 30 PCIHigh: 38 Environmental Distresses: 12.15%
Area: 46.050 PCI Low: :n Other Distresses: 7.3R%
Street Name: ALLEY WEST OF TEMPLE CITY Street ID: AW/TC Section ID: 05 -04 Inspection Date: 9/30/2005
BLVD
Length: 490 PCI: 56 Load Related Distresses: 9.97% Samples Surveyed:
Width: 19 PCIH.igh: 56 Environmental Distresses: !!0.07%
Area: 9.310 PCILow: 56 Other Distresses: 9.97%
Street Name: BALDWIN AVENUE Street ID: BALDWl Section ID: 10-02 Inspection Date: 1 0112/2005
Length: 5.015 PCI: 100 Load Related Distresses: 0.00% Samples Surveyed: 4
Width: 80 PCIHigh: 100 Environmental Distresses: 0.00%
Area: 401.200 P(."' Low: 100 Other Distresses: 0.00%
Street Name: BARELA AVENUE Street ID : BARELA Section ID: 03 -05 Inspection Date: 9/2812005
Length: 660 PC I : 92 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCIHigh: 92 Environmental Distresses: 100.00%
Area: 19 .800 PCILow: 92 Other Distresses: 0.00%
Street Name: BARELA A VENUE Street ID: BARELA Section ID: IIA-02 Inspection Date: I 0/1/2005
Length: 1.415 PCI: 52 Load Related Distresses: 4 2.09% Samples Surveyed:
Width: 36 PCIHigh: 52 Environmental Distresses: 57.91 %
Area: 50.940 PCILow: 52 Other Distresses: 0.00%
Street Name: BARELA A VENU E Street ID: BARELA SectioniD: 118-02 Inspection Date: I 0/1/2005
Length: 600 PCI: 48 Load Related Distresses: 41.89% Samples Surveyed:
Width: 36 PCIHigh: 48 Environmental Distresses: 58.\1%
Area: 21 .600 PCILow: 48 Other Distresses: 0.00%
Street Name: BARTLETT AVENUE StreetiD: BARTLE SectioniD: 01-06 Inspection Date: 9/27/2005
Length: 1.100 PC I: 57 Load Related Distresses: 0.00% Samples Surveyed:
Width: ~0 PCIHigh: 57 Environmental Distresses: 100.00%
Area: 33.000 PCILow: 57 Other Distresses: 0.00%
Street Name: BIDWELL STREET Stree tiD: BIDWEL Section ID: 07 -06 Inspection Date: 10/1/2005
Length: 385 PC I: 87 Load Related Distresses: 0.00% Samples Surveyed:
Width: ~6 PCIHigh: 87 Environmental Distresses: 100.00%
Area: 13.860 PCILow: 87 Other Distresses: 0.00%
Street Name: HIR CHLAND PLACE StreetiD: BIRCHL Section ID: 13-02 Inspection Date: I 011/2005
Length: 1.250 PCI: 58 Load Related Distresses: 5~.66cn-Samples Surveyed:
Width: ~0 PCIH.igh: 58 Environmental Distresses: 46.34%
Area: ~7.500 PCILow: 58 Other Distresses: 0.00%
Street Name: HlSBY STREET StreetiD: BTSBYS Section ID: 09·03 Inspection Date: 9/4/2005
Length: 600 PCI: 72 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCIHigh: 72 Environmental Distresses: tOO. OW
Area: 2 1.600 PCILow: 72 Other Distresses: 0.00%
Sch:ction Criteria: Page 6 MTC StrectSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: BLA CKLEY STREET Street ID: BLACKL Section ID: 09-0;1 Inspection Date: I 0/1/2005
Length: 2.770 PCI: 72 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 36 PCIHigh: 72 Environmental Distresses: JOO .OOo/r
Area: 99.720 PCI Low: 72 Other Distresses: O.OOo/r
Street Name: BLA CKLEY STREET StreetiD: BLACKL Section ID: 11-02 Inspection Date: I 0/1/2005
Length: 1,16 0 PC I: 82 Load Related Distresses: 0.00'7r Samples Surveyed:
Width: 36 PCI High: 82 Environmental Distresses: 100 .001}
Area : 41.760 PCILow: 82 Other Distresses : 0 .00%
Street Name: BLACKLEY STREET StreetiD: BLACKL SectioniD: 17-01 Inspection Date: I On/2005
Length: 260 PCI: 100 Load Related Distresses: 0.00% Samples Surveyed :
Width: 30 PCIHigh: ]()(} Environmental Distresses: 0.00%
Area: 7.800 PCILow: 100 Other Distresses: O.OO'k
Street Name: BOGUE STREET StreetiD: BOGUE Section ID: 15A-Ol Inspection Dale: 1011 1 /2005
Length: 455 PCI: 77 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 36 PCIHigh: 77 Environmental Distresses: 100.()()%
Area: 16.380 PCILow: 77 Other Distresses: 0.00%
Street Name: BOGUE STREET Street ID: BOGUE SectioniD: 158-01 Inspection Date: 10111/2005
Length: 355 PCI: 77 Load Related Distresses: 0.00% Samples Surveyed:
Width: 28 PCIHigh: 77 Environmental Distresses: 100.00'11-
Area: 9.940 PCI Low: 77 Other Distresses: 0.00%
Street Name: BOGUE STREET StreetiD: BOGUES Section ID: 11 -04 Inspection Date: 10/1/2005
Length : 1.020 PCI: 36 Load Related Distresses: 66.07 % Samples Surveyed:
Width : 30 PC! High: 36 Environmental Distresses: 33.93%
Area: 30,600 PCILow: 36 Other Distresses: 0.00%
Street Name: BOGUE STREET StreetiD: BOGUES SectioniD: 13 -02 Inspection Date: 1011/2005
Length: I.:ll 0 PCI: 76 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PC! High: 76 Environmental Distresses: 100.00%
Area: 47.160 PCILow: 76 Other Distresses: 0.00%
Street Name: BROADWAY StreetiD: BROADW Section ID: 07A-03 Inspection Date: 9/4/2005
Length: 53 PCI: 100 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 26 PCIHigh: 100 Environmental Distresses: 0 .00%
Area: 1.378 PCILow: ]()() Other Distresses: O.OOCA>
Street Name: BROADWAY Street ID: BROADW Section ID: 078-03 Inspection Date: !1/4/2005
Length: 690 PCI: 100 Load Related Distresses: 0 .00 % Samples Surveyed:
Width: 64 PCIHigh: 100 Environmental Distresses: 0 .00%
Area: 44,160 PCILow: 100 Other Distresses: 0.00%
Street Name: BROADWAY StreetiD: BROADW Section ID: 07C-03 Inspection Date: 9/4/2005
Length: 1.715 PCI: 100 Load Related Distresses: 0.00% Samples Surveyed: 2
Width: 40 PCIHJgh: ]()() Environmental Distresses: 0.00%
Area: 68.600 PCILow: ]()() Other Distresses: 0.00%
Street Name: BROADWAY Street ID: BROADW Section ID: 09-04 Inspection Date: 6/212006
Length: 2.55 0 PCI: R5 Load Related Distresses: .52.:'5% Samples Surveyed: 3
Width: 40 PCIHigh: 86 Environmental Distresses: 28.20%
Area: 102.000 PCI Low: 83 Other Distresses: 19.45 lh-
Sdt!cl ion Criteria: Page 7 MTC StrcctSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Na me: BROADWAY StreetiD: BROADW Section ID: I IA-04 Inspection Date: 1011 /2005
Length: 1.165 PCI: 79 Load Related Distresses: O.OO'lc Samples Surveyed:
Width: 40 PCIHigh: 79 Environmental Distresses: IOO .OOCk
Area: 46.600 PCILow: 79 Other Distresses: O.OOCif.
Street Name: BROADWAY StreetiD: BROADW SectioniD: 11B-04 Inspection Date: I 0/1/2005
Length: 1.485 PCI: 79 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 36 PCIHigh: 79 Environmental Distresses: 100.00%
Area: 53.460 PCJ Low: 79 Other Distresses: 0 .00%
Street Name: BURGHARDT ROAD Street ID: BURGHA Section ID: 01 -06 Inspection Date: 912712005
Length: 535 PCI: 83 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCIHigh: 83 Environmental Distresses: 100.00%
Area: 19 .260 PCILow: 83 Other Distresses: 0.00'71'
Street Name: BURTON A VENUE StreetiD: BURTON Section ID: 01-06 Inspection Date: 9/2 7/2005
Length: 2,890 PCI: 68 Load Related Distresses: 0.00% Samples Surveyed: 3
Width: 30 PCIHigh: 72 Environmental Distresses: 100.00%
Area: 86.700 PCILow: 60 Other Distresses: 0.00%
Street Name: BUTTONS A VENUE StreetiD: BUTTON Section ID: 09-03 Inspection Date: 10/1 /2005
Length: 360 PCI: 61 Load Related Distresses: 0.00% Samples Surveyed:
Width: 28 PCIHigh: 61 Environmental Distresses: 100.00%
Area: 10 .080 PCILow: 61 Other Distresses: 0.00%
Street Name: CALLIT A STREET Street ID: CALLIT Section ID: 03 -05 Inspection Date: 10/9/2006
Length: 955 PCI: 64 Load Related Distresses: 94.08 % Samples Surveyed: 2
Width: 36 PCJ High: 81 Environmental Distresses: 3 .55%
Area: 34.380 PCI Low: 48 Other Distresses: 2.3 8%
Street Name: CAM BURY A VENUE StreetiD: CAM BUR Section ID: 11 -2.4 Inspection Date: I 0/1/2005
Length: 1,035 PCI: 73 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCI High: 73 Environmental Distresses: 100.00%
Area: 31.050 PCJ Low: 73 Other Distresses: 0.00%
Street Name: CAMELLIA A VENUE Street ID: CAM ELL Section ID: 05 -4.5 Inspection Date: 9/3 0/2005
Length: 3_'i85 PCI: 60 Load Related Distresses: 3.52% Samples Surveyed: 3
Width: 36 PCIHigh: 68 Environmental Distresses: 9 2.96%
Area: 12 9.060 PCILow: 56 Other Distresses: 3 .52%
Street Name: CAMELLIA A VENUE StreetiD: CAM ELL Section ID: lJA-02 Inspection Date: 10/J/2005
Length: 2515 PCI: 63 Load Related Distresses: 71.46 % Samples Surveyed:
Width: 30 PCIHigh: 63 Emironmental Distresses: 28 .54%
Area: 75.450 PCILow: 63 Other Distresses: 0 .00%
Street Name: CAM ELLIA AVENUE StreetiD: CAM ELL Section JD: I IB-02 Inspection Date: 10/1/2005
Length: 460 PCI: 63 Load Related Distresses: 71.46 % Samples Surveyed:
Width: 26 PCIHigh: 63 Environmental Distresses: 28.54%
Area: 11 ,960 PCILow: 63 Other Distresses: 0.00%
Street Name: CAMINO REAL StreetJD: CAMINO Section ID: O:.A-05 Inspection Date: I 0/9/2006
Length: 395 PCI: 90 Load Related Distresses: 0.00'* Samples Surveyed:
Width: 34 PCIHigh: 90 Environmental Distresses: 100.00%
Area: 13.430 PCILow: 90 Other Distresses: 0.00%
Selection Criteria: Page 8 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: CAM INO REAL Street ID: CAMINO Section ID: 03R -05
Length: 925 PCI: 91 Load Related Distresses: O.OOIX·
Width: 38 PCIHigh: 91 Environmental Distresses: IOO.OO t;\-
Area: 35.1.'\0 PCI Low: 91 Other Distresses: 0.00%
Street Name: CLOVERLY A VENUE Street ID: CLOVER Section ID: 0.'\A-04
Length: 3.665 PCI: 53 Load Related Distresses: 40.93%
Width: 36 PCI lfigh: 71 Environmental Distresses: 50.11%
Area: 131.940 PCILow: 36 Other Distresses: ll .96%
Street Name: CLOVERLY AVENUE Street ID: CLOVER Section ID: 058-05
Length: 320 P C I: 80 Load Related Distresses: 0 .00%
Width: 30 PCI High: 80 Environmental Distresses: 100.00%
Area : 9.600 PCILow: 80 Other Distresses : 0.00%
Street Name: CLOVERLY AVENUE Street ID: CLOVER Section ID: 09A-03
Length: 490 PCI: 71 Load Related Distresses: 3.52%
Width: 36 PCIHigb: 71 Environmental Distresses: 92.96%
Area: 17.640 PCILow: 71 Other Distresses: 3.52%
Street Name: CLOVERLY A VENUE Street ID: CLOVER Section ID: 09B-03
Length: 2,040 PCI: 71 Load Related Distresses: 3.51~
Width: 36 PC! High: 71 Environmental Distresses: 92.97%
Area: 73 ,440 PCILow: 71 Other Distresses: 3.51 %
Street Name: CLOVERLY A VENUE Street ID: CLOVER Section ID: 09C -03
Length : 295 PCI: 71 Load Related Distresses: 3.41l'k
Width: 38 PCI High: 71 Environmental Distresses: 93.04%
Area: 11.2 10 PCILow: 71 Other Distresses: 3.48%
Street Name: CLOVERLY A VENUE StreetiD: CLOVER Section ID: 090-03
Length: 1,070 PCI: 71 Load Related Distresses: 3.51%
Width: 36 PCI High: 71 Environmental Distresses: 92.97%
Area: 38,520 PCI Low: 71 Other Distresses: 3.51%
Street Name: CLOVERLY AVENUE StreetiD: CLOVER SectionJD: 09E-03
Length: 955 PCI: 71 Load Related Distresses: 3.52%
Width: 40 PCIHigh: 71 Environmental Distresses: 92.95 %
Area: 38,200 PCI Low: 71 Other Distresses: 3.52 %
Street Name: CLOVERLY A VENUE StreetJD: CLOVER Section ID: 09F-04
Length: 475 PCI: 71 Load Related Distresses: 3.51%
Width: 36 PCIHigh: 71 Environmental Distresses: 92.98o/r
Area: 17.100 PCII.ow: 71 Other Distresses: 3.5 1%
Street Name: CLOVERLY A VENUE StreetiD: CLOVER Section ID: 090-03
Length: 41l0 PCI: 71 Load Related Distresses: 3.47%
Width: 3R PCIHigh: 71 Environmental Distresses: 93.06%
Area: 18,240 PCILow: 71 Other Distresses: 3.47%
Street Name: CRAIGLEE STREET Street JD: CRA IGL Section ID: OJA-05
Length: 530 PC I: 62 Load Related Distresses: 0.00%
Width: 30 PCIHigh: 62 Environmental Distresses: IOO .OO 'k
Area: 15.900 PCILow: 62 Other Distresses: 0 .00t;f
Selection Criu:ri a: Page 9
Date Printed I 011 8/2006
PMS1028
Inspection Date: 10/16/2006
Samples Surveyed:
Inspection Date: 9/29/2005
Samples Surveyed: 3
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: I 0/4/200.'\
Samples Surveyed:
Inspection Date: I 0/4/2005
Samples Surveyed:
Inspection Date: I 0/4/2005
Samples Surveyed:
Inspection Date: I 0/4/2005
Samples Surveyed:
Inspection Date: 10/4/2005
Samples Surveyed:
Inspection Date: I 0/4/2005
Samples Surveyed:
Inspection Date: 10/4/2005
Samples Surveyed:
Inspection Date: 9/2!!/2005
Samples Surveyed:
MTC StreetSaver
Temple City
Date Printed 10118/2006
Section Cond ition Inventory PMS1028
Street Name: CRAIGLEE ST REET Street ID: CRAIGL Section ID: 038-05 Inspection Date: 9/2 8/2005
Length: 135 PCl: 62 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 30 PCIHigh: 62 Environmental Distresses: 100 .00%
Area: 4.050 PCI Low : 62 Other Distresses: 0 .00 %
Street Name: CRAIG LEE STREET Street ID: CRA JGL Section ID: 03C-05 Inspection Date: 9/2812005
Length: 165 PC I : 62 Load Related Distresses: 0.00% Samples Surveyed:
Width: 15 PCIHigh: 62 Environmental Distresses: 100.00%
Area: 2.475 PClLow: 62 Other Distresses: 0.00 %
Street Name: CRAIGLEE STREET Str eet ID: CRAlGL Section JD: 03D-05 Inspection Date: 9128/2005
Length: ISO PCI: 76 Load Re lated Distresses: 0.00% Samples Surveyed:
Width: 30 PCIHigb: 76 Envir onmental Distresses: lOC>.OO %
Area: 5,400 PCILow: 76 Other Distresses: 0.00 %
Street Name: DAINES DR IVE StreetiD: DAINES Sec tioniD: 09A-03 Inspection Date: J0/1/2005
Length: 1.015 PCI: 73 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 40 PCIHigh: 73 Environmental Distresses: 100.00 %
Area: 40.600 PCILow: 73 Other Distr esses: 0.00 %
Street Name: DAINES DRIVE StreetiD: DAINES Section ID: 098-02 Inspection Date: 1 011/2005
Length: 275 PCI: 79 Load Related Distresses: 0.00% Sampl es Surveyed:
Width: 30 PCI High: 79 Environmental Distresses: 100.00%
Area: 8.250 PCILow: 79 Other Distresses: 0.00%
Street Name: DAINES DRIVE Street ID: DAINES Section ID: 11 -02 Inspection Date: 1 0/1/2005
Length: 1.585 PCI: 93 Load Related Dist resses: 0 .00% Samples Surveyed:
Width: 30 PCIHigh: 93 Environmental Distr esses: 100.00%
Area: 47.550 PCILow: 93 Other Distresses: 0 .00%
Street Name: DAINES DRIV E StreetiD: DAINES Section ID: 13A-02 Inspection Date: 1011/2005
Length: 1,650 PC I: 100 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 36 PCIHigh: 100 Environmental Distresses: 0 .00 %
Area: 59.400 PCILow: 100 Other Distresses: 0.00 %
Street Name: DAINES DRIVE StreetiD: DA INES Sect ion ID: 138-02 Inspection Date: I 0/1/2005
Length: 325 PCI: 100 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 38 PCI High: 100 Environmental Distresses: 0.00 %
Area: 12.350 PCI Low: 100 Other Distresses: 0.00 %
Street Name: DAINES DRIVE Street ID: DAINES Section ID: I 5A -01 Inspection Date: 1011 1/2005
Length: 240 PCI: 100 Load Related Distresses: 0.00% Samples S u rveyed:
Width: 38 PCI High : 100 Environmental Distresses: 0.00%
Area: 9,120 PCILow: 100 Other Distresses: 0.00%
Street Name: DAINES DRIVE Street ID : DAINES Section ID: 15B-01 Inspection Date: 1011/2005
Length: 1.900 PCI: 100 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 36 PCI High: 100 Environmental Distresses: 0 .00%
Area: 68.400 PCILow: 100 Other Dist resses: 0 .00%
Street Name: DAINES DR IVE StreetiD: DAINES Section ID: 17-01 I nspection Date: I 01612005
Length: 2.376 PC I: 81 Load Related Distresses: 36.14 % Samples Surveyed: 2
Width: 36 PCI High: 85 Environmental Distresses: 27 .72%
Area: 85 .536 PCI Low: 77 Other Distresses: 36.14 %
St:ltcliun Cr ih:ria: Page 10 MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: DALEVIEW AVENUE StreetiD: DALE VI Section ID: 17-01 Inspection Date: I 0/6/2005
Length: 1.250 PCI: 78 Load Related Distresses: 0 .00% Samples S u rveyed:
Width: ~6 PCIHigh: 78 Environmental Distresses: 100.00%
Area: 45.000 PCILow: 78 Other Distresses: 0 .00%
Street Name: DANBURY STREET StrcetiD: DAN BUR SectioniD: 15-01 Inspection Date: 1 0/11/2005
Length: 375 PCI: 75 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCI High: 75 Environmental Distresses: 1 00.(>0 %
Area: 13 .500 PCI Low: 75 Other Distresses: 0 .00%
Street Name : DANBURY STREET StreetiD: DANBUR Section ID: 17/\-01 Inspection Date: 1 0/6/2005
Length: 4 30 PCI: 97 Load Related Distresses: 0.00% Samples Surveyed:
Width: .~0 PCI High: 97 Environmental Distresses: 100.00%
Area: 12.900 PCILow: 97 Other Distresses: 0.00%
Street Name: DANBURY STREET Street ID: DANBUR SectioniD: 17B-01 Inspection Date: 10/13/2006
Length: 290 PCI: 96 Load Related Distresses: 0.00% Samples Surveyed:
Width: 26 PCIHigh: 96 Environmental Distresses: 100.00%
Area: 7.540 PCILow: 96 Other Distresses: 0.00%
Street Name: DANESWOOD DRIVE Street ID: DANESW Section ill: 17-01 Inspection Date: 1017/2005
(,ength: 260 PC I: 100 Load Related Distresses: 0.()0% Samples Surveyed:
Width: 30 PCIHlgh: 100 Environmental Distresses: 0.00%
Area: 7.800 PCIJ..ow: 100 Other Distresses: 0.00%
Street Name: DEGAS A VENUE StreetiD: DEGASA Section ID: 13A-02 Inspection Date: 1011/2005
Length: 350 PCI: 52 Load Related Distresses: 40.97 '7r Samples Surveyed:
Width: 36 PCI High: 52 Environmental Distresses: 18.06%
Area: 12.600 PCILow: 52 Other Distresses: 40.97 %
Street Name: DEGAS A VENUE StreetiD: DEGAS A Section ID: 138-02 Inspection Date: 10/1/2005
Length: 325 PCI: 52 Load Related Distresses: 40.95% Samples Surveyed:
Width: 34 PCIHigh: 52 Emironmental Distresses: 18.11%
Area: 11.050 PCILow: 52 Other Distresses: 40.95%
Street Name: DOREEN A VENUE StreetiD: DOREEN Section ID: 15-01 Inspection Date: 10/1 J/2005
Length: 2.480 PCI: 72 Load Related Distresses: 0.00% Samples Surveyed: 2
Width: 36 PCIHigh: 72 Environmental Distresses: 100.00%
Area: 89.280 PCILow: 72 Other Distresses: 0.00%
Street Name: DUFFY STREET StreetiD: DUFFYS Section ID: 07-06 Inspection Date: I 011/2005
Length: 330 PCI: 82 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCI High: 82 Environmental Distresses: 100.00%
Area: 11 .880 PCILow: 82 Other Distresses: 0.00 %
Street Name: DUFFY STREET StreetiD: DUFFYS SeetioniD: 1 1-04 Inspection Date: 10/1/2005
Length: 835 PCI: 73 Load Related Distresses: O.OO 'K. Samples Surveyed:
Width: 30 PCIHigh: 73 Environmental Distresses: 100.00%
Area: 25.050 PCILow: 73 Other Distresses: 0 .00%
Street Name: ELLIS LANE Street ID: ELLISL Section ID: 11-02 Inspection Date: 10113/2006
Length: 1.000 PCI: 92 Load Rebtted Distresses: 22.50% Samples Surveyed: 2
Width: 38 PCIHigh: 93 Environmental Distresses: 55.00%
Area: 38.000 PCILow: 91 Other Distresses: 22 .50%
Selection Critt:ria: Page II MTC StrectSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: ELM AVENUE Street ID: ELMAYE Section ID: 01-06 Inspection Date: I 0/9/2006
Length: 145 PCI: 100 Load Related Distresses: 0.00~ Samples Sun·eyed:
Width: 30 PCI High: 100 Environmental Distresses: 0.00%
Area: 22.350 PCILow: 100 Other Distresses: 0 .00'7!>
Street Name: EL MONTE A VENUE StreetlD: ELMONT SectioniD: 12-01 Inspection Date: J 0/12/2005
Length: 4.530 PCI: 72 Load Related Distresses: 0.00 % Samples Surveyed: 4
Width: 56 PCl High: 72 Environment al Distresses: IOO .OO?'r
Area: 253.680 PCI Low: 72 Other Distresses: 0.00%
Street Name: EMPEROR A VENUE StreetiD: EMPERO Section ID: OJA-05 Inspection Date: 9/2812005
Length: 195 PC I: 100 Load Related Distresses: 0.00% Samples Surveyed:
Width: 20 PCIHigh : 100 Environmental Distresses: 0.00?'1'
Area: 3.900 PCILow: 100 Other Distresses: 0.00%
Street Name: EMPEROR A VENUE Street ID: EM PERO Section ID: 038-05 Inspection Date: 9/28/2005
Length: 1,750 PCI: 80 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCI High: 80 Environmental Distresses: 100 .00%
Area: 52.500 PCILow: 80 Other Distresses: 0.00%
Street Name: EMPEROR AVENUE Street ID: EMPERO SectioniD: OJC-05 Inspection Date: 9/28/2005
Length: 395 PCI: JOO Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCl High: 100 Environmental Distresses: 0.00%
Area: 11.850 PCILow: 100 Other Distresses: 0.00%
Street Name: ENC1N ITA AVENUE Street ID: ENCIN1 SectioniD: 03A-05 Inspection Date: 11/5/2005
Length: 850 PCl: 44 Load Related Distresses: 100.00% Samples Surveyed:
Width: 20 PCI High: 44 Environmental Distresses: 0.00%
Area: 17.000 PCILow: 44 Other Distresses: o.ooo/~
Street Name: ENCINITA AVENUE Street ID: ENCINI SectioniD: 038-05 lnspecUon Date: 9/28/2005
Length: 420 PCI: 54 Load Related Distresses: 100.00% Samples Surveyed:
Width: 36 PCIHigh: 54 Environmental Distresses: 0.00%
Area: 15.120 PCILow: 54 Other Distresses: 0 .00*
Street Name: ENCINITA AVENUE StreetiD: ENC1NI Section ID: 05A-04 Inspection Date: I 0/3/2005
Length: IJ45 PC I: 65 Load Related Distresses: 40.83% Samples Surveyed:
Width: 40 PCIHigh: 65 Environmental Distresses: 53.39%
Area: 53.800 PCILow: 65 Other Distresses: 5 .78~
Street Name: ENCINITA AVENUE StreetiD: ENCINl Section ID: 05C-05 Inspection Date: 10/3/2005
Length: 480 PC I : 67 Load Related Distresses: 43.03% Samples Surveyed:
Width: 38 PCIHfgh: 67 Environmental Distresses: 50.88%
Area: 18.240 PCILow: 67 Other Distresses: 6.09%
Street Name: ENCINITA AVENUE Street ID: ENC IN! Section ID: 07-3 .4 Inspection Date: 10/3/2005
Length: 4,916 PCI: 68 Load Related Distresses: 56.19 % Samples Surveyed: 4
Width: 40 PCIHfgh: 79 Environmental Distresses: 3 1.89%
Area: 196,640 PCILow: 58 Other Distresses: 11.92%
Street Name: ENCINITA AVENUE StreetiD: ENC!Nl Section JD: 58-4.5 Inspection Date: 10/3/2005
Length: 2.275 PC I : 67 Load Related Distresses: 43.06% Sampl es Surveyed:
Width: 36 PCIHigh: 67 Environmental Distresses: 50.84%
Area: 81.900 PCILow: 67 Other Distresses: 6.10%
Selection Criteria: Page 12 MTC StrcctSavcr
Street Name: ESTRELLA A VENUE
Length: 350
Width: 30
Area: 10,500
Street Name: FA IRHALL STREET
Length: 695
Width: 26
Area: 18.070
Street Name: FAIRVIEW AVENUE
Length: 175
Width: 30
Area: 5.250
Street Name: FAIRVIEW AVENUE
Length: 245
Width: 32
Area: 7 .840
Street Name: FARAGO AVENUE
Length: 1.250
Width: 36
Area: 4:'i .OOO
Street Name: FARAGO AVENUE
Length: 365
Width: 26
Area: 9.490
Street Name: FIESTA AVENUE
Length: 1.920
Width: 36
Area: 69.120
Street Name: FLAHERTY STREET
Length: 37~
Width: 26
Area: 9.7~0
Street Name: FLAHERTY STREET
Length: 575
Width: 30
Area: 17.2.'i0
Street Name: FLAHERTY STREET
Length: 960
Width: 30
Area: 28.800
Street Name: FORTSON DRIVE
Length: 475
Width: 30
Area: 14.2~0
Selection Criteria:
Temple City
Section Condition Inventory
Street ID: ESTREL Section ID: 03-05
PCI: 89 Load Related Distresses: 0 .00%
PCI High: 89 Environmental Distresses: 100.00%
PCILow: 89 Other Distresses: 0.00%
Street ID: FAIRHA Section ID: 15-01
PCI: 72 Load Related Distresses: 0.00%
PCIHigh: 72 Environmental Distresses: 100.00%
PCILow: 72 Other Distresses: 0.00%
StreetiD: FAIRY! Section ID: 17A-OI
PCI: 79 I.oad Related Distresses: 100.00%
PCl High: 79 Environmental Distresses: (1.00%
PCILow: 79 Other Distresses: 0 .00%
Street ID: FAIR VI SectioniD: 178-01
PCI: 71 Load Related Distresses: 85.51 %
PCIHigb: 71 Environmental Distresses: 14.49%
PCILow: 71 Other Distresses: 0.00%
StreetiD: FARAGO SectioniD: 17A -01
PCI: 72 Load Related Distresses: 12.86%
PCIHigh: 72 Environmental Distresses: 74.27 %
PCILow: 72 Other Distresses: 12.86%
Street ID: FARAGO Section ID: 17B-01
PCI: 72 Load Related Distresses: 12.85%
PCI High: 72 Environmental Distresses: 74.29%
PCILow: 72 Other Distresses: 12.85%
StreetlD: FIESTA Section ID: 09 -03
PCI: 7:'i Load Related Distresses: 0 .00%
PCIHigh: 79 Environmental Distresses: 100.00 %
PCILow: 72 Other Distresses: 0.00%
StrectiD: FLAHER Section ID: O~A-05
PCI: 72 Load Related Distresses: 0 .00%
PCI High: 72 Environmental Distresses: 100.00%
PCILow: 72 Other Distresses: 0 .00%
Street ID: FLAHER Section ID: 058-05
PCI: 85 Load Related Distresses: O.OOo/P
PCI HiJ:h: 85 Environmental Distresses: 100.00%
PCILow: 85 Other Distresses: 0.00%
Street ID: FLAHER Section ID: 05C-05
PCI: 74 Load Related Distresses: 21.38%
PCIHigh: 74 Environmental Distresses: 57.24%
PCILow: 74 Other Distresses: 21.38%
Street ID: FORTSO Section ID: 03 -05
PCI: 76 Load Related Distresses: 0.00%
PCIHigh: 76 Environmental Distresses: 100.00%
PCI Low: 76 Other Distresses: 0.00%
Page 13
DatePrinted 10/18/2006
PMS1028
Inspection Date: 9/28/2005
Samples Surveyed:
Inspec tion Date: 10111/2005
Samples Surveyed:
Inspection Date: I 0113/2006
Samples Surveyed:
lnl>-pection Date: 1 0/B/2006
Samples Surveyed:
Inspection Date: 10/612005
Samples Survey ed:
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date: I 0/412005
Samples Surveyed: 2
Inspection Date: 9/3012005
Samples Surveyed:
Inspection Date: 9/30/200~
Samples Surveyed:
Inspection Date: 9/30/200~
Samples Surveyed:
Inspection Date: 9/28/2005
Samples Surveyed:
MTC StrcctSaver
Temple City
Date Printed 10118/2006
Section Condition Inventory PMSI028
Street Name: FRATUS DR IVE StreetiD: FRATUS Section ID: 09A-03 Inspection Date: 10/1/2005
Length: 2,720 PCI: 9 1 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCI High: 9 1 Environmental Distresses: 100.00%
Area: 97,920 PCILow: 91 Other Distresses: 0.00%
Street Name: FRATUS DRIVE StreetiD: FRATUS Section ID: 09B -m Inspection Date: 1 0/1/2005
Length: 620 PCI: 90 Load Related Distresses: ().00% Samples Surveyed:
Width: 36 PCIHigh: 90 Environmental Distresses: 100.00%
Area: 22.320 PCILow: 90 Other Distresses: 0.00~
Street Name: FREER STREET StreetiD: FREERS Section ID : 13-01 Inspection Date: 6/2/2006
Length: 265 PCJ: 56 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 36 PCIHigh: 56 Environmental Distresses: 100.00%
Area: 9.540 PCILow: 56 Other Distresses: 0.00%
Street Name: FREER STREET Street ID: FREERS Section ID: 15A-01 Inspection Date: 10111/2005
Length: 340 PCI: 76 Load Related Distresses: 69.04% Samples Surveyed:
Width: 33 PCIHigh: 76 Environmental Distresses: 30.96%
Area: 11,220 PCI Low: 76 Other Distresses: 0.00%
Street Name: FREER STREET StreetiD: FREERS Section ID: 158-0 1 Inspection Date: 10/11/2005
Length : 1.280 PC I: 76 Load Related Distresses: 69.04% Samples Surveyed:
Width: 36 P CIHigh: 76 Environmental Distresses: 30.96%
Area: 46.080 PCILow: 76 Other Distresses: 0.00%
Street Name: FREER STREET StreetiD: FREERS Section ID : 15C-01 Inspection Date: I 0/11/2005
Length : 500 PCI: 76 Load Related Dist resses: 69.01l% Samples Surveyed:
Width: 31l PCIHigh: 76 E nvironmental Distresses: 30.92%
Area : 19.000 PCILow: 76 Other Distresses: 0.00%
Street Name: FREER STREET St reet ID: FREERS Section ID: 17A-Ol Inspection Date: I 0/6/2005
Length: ),076 PCI: 89 Load Re lated Distresses: 0.00% Samples Surveyed:
Width: 36 PCI High: 89 Environmental Distresses: 100.00%
Area: 38,736 PCILow: 89 Other Distresses: 0.00%
Street Name: FREER STREET StreetiD: FREERS SectioniD: 17B -OJ Inspection Date: 10/6/2005
Length: 340 PCI: 89 Load Related Distresses: 0.00% Samples Surveyed:
Width: 38 PCIHigh: 89 Environmental Distresses: 100.00%
Area: 12.920 PCILow: ll9 Other Distresses: 0.00%
Street Name: FREER STREET StreetiD: PREERS Section ID: 17C-OJ Inspection Date : I 0/6/2005
Length: 495 PCI: 89 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCIHigh: 89 Environmental Distresses: 100.00%
Area: 17,820 PCILow: 89 Other Distresses: O.OO"k
Street Name: FREER STREET Street ID: FREERS Section ID: 170-01 Inspection Date: 10/6/2005
Length: 450 PCI: 89 L oad Related Distresses: 0.00% Samples Surveyed:
Width: 26 PCIHigb: 89 Environ mental Distresses: 100.00%
Area: 11.700 PCILow: 89 Other Distresses: 0 .00%
Street Name: GARIBA LDI A VENUE StreetiD: GAR IBA Section ID: OJ-06 Inspection Date: 9/27/2005
Length: ].905 PCI: 84 Load Related Distresses: 65.94% Samples Surveyed : 4
Width: 36 PCI High: 91 Environmental Distresses: ]4.06%
Area: 140.580 PCILow: 65 Other Distresses : 0.()(}%
Selecti on Criteria: Page 14 MTC S treetS aver
Temple City
Section Condition Inventory
Street Name: GARIBALDI A VENUE StreetlD: GARIBA Section ID: 05-05
Length: 4.410 PCI: 84 Load Related Distresses: 21.62%
Width: ~6 PCI High: 95 Environmental Distresses: 56.75%
Area: 158.760 PCILow: 74 Other Distresses: 2 1.62 %
Street Name: GIDLEY SlREET Street ID: GIDLEY SectioniD: 09A-03
Length: 1,025 PCI: J()() Load Related Distresses: ().()(}%
Width: 18 PCIHigh: 100 Environmental Distresses: 0.00%
Area: 18,450 PCILow: 100 Other Distresses: 0.00%
Street Name: GIDLEY STREET Street ID: GIDLEY SectioniD: 09B-03
Length: 570 PC I : 32 Load Related Distresses: 100.00%
Width: ~6 PCIHigh: ~2 Environmental Distresses: O.OO'Yr
Area: 20520 PCILow: 32 Other Distresses: 0 .00%
Street Name: GLICKMAN A VENUE Street ID: GLJCKM SectioniD: 13A-02
Length: 1590 PCI: 67 Load Related Distresses: 37.26%
Width: 36 PCIHigh: 67 Environmental Distresses: 62.74%
Area: 57.240 PCILow: 67 Other Distresses: 0.00%
Street Name: GLICKMAN A VENUE Street ID: GLICKM Section ID: 13B-02
Length: 440 PCI: 66 Load Related Distresses: 37.21%
Width: 40 PCIHigh: 66 Environmental Distresses: 62.79%
Area: 17.600 PCILow: 66 Other Distresses: 0.00%
Street Name: GLICKMAN A VE NUE Street ID: GLICKM Section ID: J3C -02
Length: 515 PC I : 66 Load Related Distresses: 37.17%
Width: ~8 PCI High: 66 Environmental Distresses: 62.8~%
Area: 19.570 PCILow: 66 Other Distresses: 0 .00%
Street Name: GLICKMAN A VEN UE Street ID: GLICKM SectioniD: 1:10-02
Length: 545 PC I: 66 Load Related Distresses: ~7 .18%
Width: 30 PCIHigh: 66 Environmental Distresses: 62.82%
Area: 16350 PCI Low: 66 Other Distresses: 0 .00%
Street Name: GOLDEN WEST AVENUE Street ID: GOLDEN Section ID: 03-05
Length: 1.300 PC I: 98 Load Related Distresses: 0.00%
Width: 40 PCIHigh: 98 Environmental Distresses: 100.00%
Area: 52.000 PCILow: 98 Other Distresses: 0.00%
Street Name: GOLDEN WEST AVENUE Street ID: GOLDEN Section ID: 05-4.5
Length: ~.950 PCI: 80 Load Related Distresses: 57.61%
Width: 36 PCIHigh: 98 Environmental Distresses: 42.39%
Area: 142.200 PCILow: 58 Other Distresses: 0.00%
Street Name: GOLDEN WEST AVENUE StreetiD: GOLDEN SectfoniD: 11A2.4
Length: 5,025 PCI: 82 Load Related Distresses: 6.78%
Width: 40 PCIHigb: 82 Environmental Distresses: 93 .22%
Area: 201,000 PCILow: 82 Other Distresses: 0.00%
Street Name: GOLDEN WEST A VENUE StreetiD: GOLDEN SectloniD: I IB -02
Length: 600 PCJ: 82 Load Related Distresses: 6.51 %
Width: 36 PCIHigh: 82 Environmental Distresses: 93.49%
Area: 21.600 PCILow: 82 Other Distresses: 0.00%
Selection Criteria: Page 15
Date Printed I 0/18/2006
PMS1028
Inspection Date: 9!:\0/2005
Samples Surveyed: 4
Inspection Date: 9/4/2005
Samples Surveyed:
Inspection Date: 9/4/200~
Samples Surveyed:
Inspection Date: I 011 /2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: 10/112005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: I 0/ I /2005
Samples Surveyed:
Inspection Date: I 0/1 /2005
Samples Surveyed: 4
Inspection Date: I 0/1 /2005
Samples Surveyed:
Inspection Date: 10/1 /2005
Samples Surveyed:
MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: GOLDEN WEST AVENUE StreetiD: GOLDEN Section JD: IIC2.4
Length: 1.165 PCI: 82 Load Related Distresses: 7.1 1%
Width: 38 PCIHigh: 82 Environmental Distresses: 92.89 %
Area: 44,270 PCILow: 82 Other Distresses: 0.00%
Street Name: GOLDEN WEST A VENUE Street JD : GOLDEN Section ID: llD-02
Length: 625 PCJ: 82 Load Related Distresses: 6.59 %
Width: 42 PCIHigh: 82 Environmental Distresses: 93.41?'c
Area: 26.250 PCILow: 82 Other Distresses: 0.00%
Street Name: GOLDEN WEST A VENUE Street ID: GOLDEN Section ID: IIE-02
Length: 600 PC I : 82 Load Related Distresses: 6. 77o/r
Width: 40 PCIHigh: 82 Environmental Distresses: 93 .23 %
Area: 24.000 PCILow: 82 Other Distresses: O.OO'Jt-
Street Name: GOLDEN WEST A VEN UE Street ID: GOLDEN SectioniD: I IF2.4
Length: 1.345 PCI: 82 Load Related Distresses: 6.53 %
Width: 36 PCIHigh: 82 Environmental Distresses: 93.47 %
Area: 48.420 PCILow: 82 Other Distresses: 0.00%
Street Name: GRACEWOOD A VENUE Street ID: GRACEW Section ID: IJA-02
Length: 635 PCI: ]()() Load Related Distresses: 0.00%
Width: 40 PCIHigb: 100 Environmental Distresses: 0.00%
Area: 25.400 PCILow: 100 Other Distresses: 0.00%
Street Name: GRACEWOOD A VENUE Street ID: GRACEW Section ID: IJB-02
Length: 225 PCI: 52 Load Related Distresses: 72.05%
Width: 34 PCIHigh: 52 Environmental Distresses: 20.93 %
Area: 7.650 PCILow: 52 Other Distresses: 7.02 %
Street Name: GRACEWOOD A VENUE Street ID: GRACEW Section ID: 13C-02
Length: 485 PCI: 52 Load Related Distresses: 71.69%
Width: 28 PCIHigb: 52 Environmental Distresses: 21.10%
Area: 13.580 PCILow: 52 Other Distresses: 7.21%
Street Name: GRAND AVENUE Street ID: GRANDA Section ID: 17A-OI
Length: 2.305 PC I: 69 Load Related Distresses: 69.67%
Width: 32 PCIHigb: 69 Environmental Distresses: 30.:B%
Area: 73.760 PCILow: 69 Other Distresses: 0.00%
Street Name: GRAND A VENUE StreetiD: GRANDA SectionlD: 17B-01
Length: 665 PCI: 69 Load Related Distresses: 69 .67%
Width: 30 PCI High: 69 Environmental Distresses: 30.33%
Area: 19.950 PCILow: 69 Other Distresses: 0.00%
Street Name: GREEN STREET StreetiD: GREENS SectionlD: 13A-02
Length: 1.045 PCI: 100 Load Related Distresses: 0.00%
Width: 36 PCI High: 100 Environmental Distresses: 0.00%
Area: 37 ,620 PCILow: 100 Other Distresses: 0.00%
Street Name: GREEN STREET StreetiD: GREENS SectioniD: 13B-02
Length: 840 PCI: 100 Load Related Distresses: 0.00%
Width: 15 PCIHigh: 100 Environmental Distresses: 0.00%
Area: 12.600 PCI Low: 100 Other Distresses: 0.00%
Selt:ction Criteria: Page 16
Date Printed I 0/18n006
PMSJ028
Inspection Date: 10/1 /2005
Samples Surveyed:
Inspect ion Date: 10/1 /2005
Samples Surveyed:
Inspection Date: 10/112005
Samples Surveyed:
Inspection Date: 101112005
Samples Surveyed:
Inspection Date: 9/1/2006
Samples Surveyed:
Inspection Date: 10/112005
Samples Surveyed:
Inspection Date: I 0/112005
Samples Surveyed:
Inspection Date: 10/612005
Samples Surveyed:
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: I 0/1/2005
Samples Surveyed:
MTC StrcctSaver
Temple City
Section Condition Inventory
Street Name: HALDEMA N STREET StreetiD: HALDEM Section ID: 01 -06
Length: 3 10 PCI: 72 Load Related Distresses: 0 .00%
Width: 26 PCIHigh: 72 Environmental Distresses: 100.00'>1-
Area: 8,060 PCILow: 72 Other Distresses: 0 .00%
Street Name: HALIFAX ROAD StreetiD: HALl FA Section ID: 15A-01
Length: 2,475 PCI: 87 Load Related Distresses: 0.00%
Width: 36 PCI High: 87 Environmental Distresses: 100.00%
Area: 89,100 PCI Low: 87 Other Distresses: 0.00%
Street Name: HALIFAX ROAD StreetiD: HALf FA Section ID: 158-01
Length: 600 PC I: 86 Load Related Distresses: O.C)()o/r
Width: 40 PCI High: 86 Environmental Distresses: I OO.OOo/r
Area: 24.000 PCILow: 86 Other Distresses: 0.00%
Street Name: HALIFAX ROAD StreetiD: HALIFA SectioniD: ISC-01
Length: 1.940 PCI: 86 Load Related Distresses: 0.00%
Width: 36 PCIHigh: 86 Environmental Distresses: 100.00%
Area: 69.840 PCILow: 86 Other Distresses: 0.00%
Street Name: HALLOWELL A VENUE Street ID: HALLOW SectioniD: 15A-OI
Length: 1.040 PCI: 39 Load Related Distresses: 62.97%
Width: 36 PCI Hlgb: 39 Environmental Distresses: 37.03 %
Area: 37,440 PCILow: 39 Other Distresses: 0.00%
Street Name: HALLOWELL A VENUE Street ID: HALLOW SectioniD: 158-01
Length: 555 PCI: 51 Load Related Distresses: 70.17%
Width: 34 PCI High: 51 Environmental Distresses: 29.83 %
Area: 11!,870 PCILow: 51 Other Distresses: 0.00%
Street Name: HALLOWELL A VENUE Street ID: HALLOW Section ID: 15C-OI
Length: 1.345 PC I: 51 Load Related Distresses: 70.14%
Width: 40 PCIHigh: 51 Environmental Distresses: 29.86%
Area: 53.800 PCILow: 51 Other Distresses: 0.00%
Street Name: HALLWOOD DRIVE StreetiD: HALLWO Section ID: 11-02
Length: 660 PCI: 74 Load Related Distresses: 0 .00%
Width: 30 PCIHigh: 74 Environmental Distresses: 100.00%
Area: 19.800 PCILow: 74 Other Distresses: 0 .00%
Street Name: HALL WOOD DRIVE Street ID: HALLWO Section ID: 13-02
Length: 270 PCI: 85 Load Related Distresses: 100.00%
Width: 30 PCIHigh: 85 Environmental Distresses: 0 .00%
Area: 8.100 PCILow: 85 Other Distresses: 0 .00%
Street Name: HALLWOOD DRIVE Street ID: HALLWO SectioniD: 15-02
Length: 695 PCI: 72 Load Related Distresses: 0.00%
Width: 26 PCIHigh: 72 Environmental Distresses: 100.00%
Area: 18.070 PCILow: 72 Other Distresses: 0.00%
Street Name: HARKER A VENUE StreetiD: HARKER Section ID: 07-06
Length: 690 PCI: 58 Load Related Distresses: 0.00%
Width: 36 PCIHigh: 58 Environmental Distresses: 100.00%
Area: 24,840 PCILow: 58 Other Distresses: 0.00%
Selection Criteria: Page 17
Date Printed 10/lS/2006
PMS1028
Inspection Date: 9/27/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: 10/112005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Date: 1011/2005
Samples Surveyed:
Inspection Date: 1011/2005
Samples Surveyed:
Inspection Dote: I 0113/2006
Samples Surveyed:
Inspection Date: I 0/11/2005
Samples Surveyed:
Inspection Date: 1011/2005
Samples Surveyed:
MTC StrcctSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS102H
Street Name: HART AVENUE Street ID: HARTAV Section ID: 01-06 Inspection Date: 9/28/2005
Length: :uoo PCI: 85 Load Related Distresses: 47.25/ff Samples Surveyed: 3
Width: 30 PCI High: 100 Environmental Distresses: 43 .00 %
Area: 96.000 PCILow: 74 Other Distresses: 9.75/ff
Street Name: HECLA STREET StreetiD: HECLAS Section ID: 09 -m Inspection Date: 10/1 /2005
Length: 170 PC I: 98 Load Related Distresses: O.OO'K Samples Surveyed:
Width: 26 PCIHigh: 98 Environmental Distresses: 100.00%
Area: 4.420 PCILow: 98 Other Distresses: 0.00%
Street Name: HELEO A VENUE Street ID: HELEOA Section ID: 09A -03 Inspection D~tte: I 0/4/2005
Length: 1.595 PCI: 73 Load Related Distresses: 2.35% Samples Surveyed: 2
Width: 36 PCIHigh: 74 Environmental Distresses: 95 .3 1%
Area: 57.420 PCILow: 72 Other Distresses: 2.35o/r
Street Name: HELEO A VENUE StreetiD: HELEOA Section ID: 098-04 Inspection Date: I 011/2005
Length: 580 PCI: 72 Load Related Distresses: 0.00% Samples Surveyed: 2
Width: 26 PCIHigh: 88 Environmental Distresses: 100.00%
Area: 15 .080 PCILow: 56 Other Distresses: O.OO'K
Street Name: HERMOSA DRIVE StreetiD: HERMOS Section ID: 01-06 Inspection Date: 9/28/2005
Length: 4,045 PCI: 71 Load Related Distresses: 75.87 % Samples Surveyed: 4
Width: 40 PCIHigh: 100 Environmental Distresses: 21.48 %
Area: 161.800 PCILow: 27 Other Distresses: 2.65%
Street Name: HILTON AVENUE StreetiD: HILTON Section ID: 09A-03 Inspection Date: 10/1/2005
Length: 455 PCI: 66 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 36 PCI High: 66 Environmental Distresses: 100.00 %
Area: 16.380 PCILow: 66 Other Distresses: 0.00%
Street Name: HILTON A VENUE StreetiD: HILTON Section ID: 09B -03 Inspection Date: 10/1/2005
Length: 265 PCI: 66 Load Related Distresses: 0.00% Samples Surveyed:
Width: 26 PCIHigh: 66 Environmental Distresses: 100.00%
Area: 6.890 PCILow: 66 Other Distresses: 0 .00%
Street Name: HILTON AVENUE StreetiD: HILTON Section ID: 09C-04 Inspection Date: 10/1/2005
Length: 280 PCI: 57 Load Related Distresses: 0.00% Samples Surveyed:
Width: ~5 PCIHigh: 57 Environmental Distresses: 100.00%
Area: 9.800 PCILow: 51 Other Distresses: 0.00%
Street Name: HOWLAND DRIVE StreetiD: HOWLAN Section ID: I 1-02 Inspection Date: 1 0/1/2005
Length: 1.475 PCI: 81 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCIHigh: 81 Environmental Distresses: 100.00%
Area: 53.100 PCILow: 81 Other Distresses: 0.00%
Street Name: IVARAVENUE StreetiD: IVARAV Section JD : 01-06 Im-pection Date: 9/27/2005
Length: 2.6~5 PCI: 64 Load Related Distresses: 0 .00% Samples Surveyed: :1
Width: 30 PCI High: 78 Environmental Distresses: 100.00%
A, rea: 79.050 PCILow: 57 Other Distresses: 0 .00%
Street Name: JA YLEE DR IVE StreetiD: JAYLEE Section JD: 03 -05 Inspection Date: 9/28/2005
Length: 525 PCI: 80 Load Related Distresses: ().00 % Samples Surveyed:
Width: 30 PCIHigh: 80 Environmental Distresses: 100.00%
Area: 15 ,750 PCILow: 80 Other Distresses: 0.00%
Selection Criteria: Page 18 MTC StrcctSavcr
Temple City
Section Condition Inventory
Street Name: KA UFFMAN A VENUE StreetiD: KAUFFM Section lD: I 1-02
Length: 2.730 PCl: 89 Load Related Distresses: 0.00%
Width: 36 PC! High: 92 Environmental Distresses : 100.00%
Area: 98,280 PClLow: 86 Other Distresses: 0.00%
Street Name: KAUFFMAN A VENUE Street ID: KAUFFM Section ID: SA-4 .5
Length: 3.695 PCI: 19 Load Related Distresses: 77 .64 %
Width: 36 PCIHigh: 19 Environmental Distresses: 13.42%
Area: 1:\3 .020 PCI Low: 19 Other Distresses: 8.93 %
Street Name : KAUFFMAN AVENUE StreetiD: KAUFFM SectioniD: 5B-05
Length: 270 PCI: 20 Load Related Distresses: 78 .44%
Width: 38 PC! High: 20 Environmental Distresses: 12 .62%
Area: 10.260 PCILow: 20 Other Distresses: 8.94%
Street Name: KENNERLY STREET StreetiD: KENNER Section ID: 09-0 3
Length: 2,080 PCI: 84 Load Related Distresses: 0.00 %
Width: 30 PCI High: 87 Environmental Distresses: 100.00%
Area: 62 .400 PCILow: 80 Other Distresses: 0.00 %
Street Name: KEY WEST STREET Street ID: KEYWES Section ID: 09-03
Length: 470 PCI: 79 Load Related Distresses: 0.00%
Width: 30 PCI High: 79 Environmental Distresses: 100.00%
Area: 14.100 PCI Low: 79 Other Distresses: 0 .00%
Street Name: KEY WEST STREET Street ID: KEYWES SectioniD: 11-02
Length: 660 PCI: 73 Load Related Distresses: 0 .00%
Width: 30 PCIHigh: 73 Environmental Distresses: 100.00%
Area: 19.800 PCILow: 73 Other Distresses: 0 .00%
Street Name: KEY WEST STREET StreetiD: KEYWES Section ID: 15A-01
Length: 417 PCI: 82 Load Related Distresses: 58.63%
Width: 36 PCIHigh: 82 Environmental Distresses: 4 1.37 %
Area: 15 ,012 PCILow: 82 Other Distresses: 0.00%
Street Name: KEY WEST STREET StreetiD: KEYWES Section ID: 158 -01
Length: 450 PCI: 8 1 Load Related Distresses: 58.46%
Width: 40 PCIHigh: 81 Environmental Distresses: 4 1.54%
Area: 18.000 PCILow: 81 Other Distresses: 0.00%
Street Name: KEY WEST STREET StreetiD: KEYWES Secdon ID: 15C -Ol
Length: 735 PC I: 81 Load Related Distresses: 58.35 %
Width: 38 PCI High: 81 Environmental Distresses: 4 1.65 %
Area: 27.930 PCILow: 81 Other Distresses: 0.00%
Street Na me : KEY WEST STREET StreetiD: KEYWES Section JD: 150-01
Length: 240 PC!: 81 Load Related Distresses: 58.41 %
Width: 20 PC! High: 81 Environmental Distresses: 41.59 %
Area: 4.800 PCILow: 81 Other Distresses: 0 .0 0%
Street Name: LANDSEER STREET StreetlD: LANDSE Section ID: 13-02
Length: 465 PCI: 81 l-oad Related Distresses: 0.00%
Width: 34 PC! High: 81 Environmental Distresses: 100.00%
Area: 15.810 PCILow: 81 Other Distresses: 0.00%
Selection Criteria : Page 19
Date Printed 1 0118/2006
PMSI028
Inspection Date: I 011 /2005
Samples Surveyed: 2
Inspection Date: 9/23 /2005
Samples Surveyed:
Inspection Date: 9/2 3/2005
Samples Surveyed:
Inspection Date: J 01112005
Samples Surveyed: 3
Inspection Date: I 011/2005
Samples Surveyed:
Inspection Date: I 0/1/2005
Samples Surveyed:
Inspection Date: 1 0111/2005
Samples Surveyed:
Inspection Date: I 0111/2005
Samples Surveyed:
Inspection Date: I 0/11/2005
Samples Surveyed:
Inspection Date: 10/11/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
MTC StreetSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: LA ROSA DRIVE StreetiD: LAROSA Section ID: 07 -03 Inspection Date: I 0/3/2005
Length: 350 PCI: 72 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 40 PCIHigh: 72 Environmental Distresses: 100.00%
Area: 14.000 PCILow: 72 Other Distresses: 0 .00%
Street Name: LA ROSA DRIVE Street ID: LAROSA SectioniD: 09 -03 Inspection Date: 10/4/2005
Length: 2.fi40 PCJ: 76 Load Related Distresses: 12 .42% Samples Surveyed: 2
Width: 36 PCIHigh: 81 Environmental Distresses: 75 .16%
Area: 95 .040 PCILow: 72 Other Distresses: 12 .42%
Street Name: LA ROSA DRIVE Street ID: LAROSA SectioniD: IIA-02 Inspection Date: 10/1/2005
Length: 1.160 PCI: 46 Load Related Distresses: 92.40 % Samples Surveyed:
Width: 36 PCI High: 46 Environmental Distresses: 7.60%
Area: 4 1.760 PCILow: 4 6 Other Distresses: 0.00%
Street Name: LA ROSA DRIVE Street ID: LAROSA SectioniD: llB-02 Inspection Dale: 1011 /2005
Length: 930 PCI: 46 Load Related Distresses: 92 .44% Samples Surveyed:
Width: 30 PCI High: 46 Environmental Dislre!>-ses: 7.56%
Area: 27.900 PCJLow: 46 Other Distresses: 0.00%
Street Name : LA ROSA DRIVE StreetiD: LAROSA Section ID: IJC-02 Inspection Date: 10/112005
Length: 300 PCI: 46 Load Related Distresses: 92.41 % Samples Surveyed:
Width: 32 PCIHigh: 46 Environmental Distresses: 7.59 %
Area: 9,600 PCILow: 46 Other Distresses: 0.00%
Street Name: LA ROSA DRIVE Street ID: LAROSA Section ID: I \D-02 Inspection Date: I 01112005
Length: 235 PCI: 46 Load Related Distresses: 92 .44 % Samples Surveyed:
Width: 30 PCIHigh: 46 F.mironmental Distresses: 7.56%
Area: 7.050 PCILow: 46 Other Distresses: 0 .00%
Street Name: LA ROSA DRIVE StreetiD: LAROSA Section ID: 13A -02 Inspection Date: I 0/l/2005
Length: 665 PCI: 78 Load Related Distresses: 0.00% Samples Surveyed:
Width: 40 PCIHigh: 78 Environmental Distresses: 100.00%
Area: 26.600 PCILow: 78 Other Distresses: 0.00%
Street Name: LA ROSA DRIVE StreetiD: LAROSA Section ID: 138-02 Inspection Date: 101112005
Length: 660 PCI: 78 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 38 PCIHigh: 78 Environmental Distresses: 100.00%
Area: 25 .080 PCILow: 78 Other Distresses: 0.00 %
Street Name: LA ROSA DRIVE StreetiD: LAROSA SectioniD: 13C-02 Inspection Date: 10/1/2005
Length: 645 PCI: 79 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 40 PCIHigh: 79 Environmental Distresses: 100.00%
Area: 25 .800 PCILow: 79 Other Distresses: 0.00%
Street Name: LA ROSA DRIVE StreetiD: LAROSA Section ID: 15 -01 Inspection Date: I 0111/2005
Length: 742 PCI: 80 Load Related Distresses: 10 .05 % Samples Surveyed:
Width: 36 PCIHlgh: 80 Environmental Distresses: 79 .90%
Area: 26 .712 PCILow: 80 Other Distresses: 10.05 %
Street Name: LA ROSA DRIVE StreetiD: LAROSA SectloniD: 17-01 Inspection Date: I 0/13/2006
Length : 360 PCI: 76 Load Related Distresses: 94.64 % Samples Surveyed:
Width: 26 PCIHlgh: 76 Environmental Distresses: 5.36%
Area : 9,360 PCILow: 76 Other Distresses: 0.00%
Selection Criteri a: Page 20 MTC StrcetSaver
Temple City
Date Printed I 0/ l 8/2006
Section Condition Inventory PMS1028
Street Name: LA S T UNAS DRIVE StreetiD: LA STUN Section ID: 0 2A-06 Inspection Date: I 0/12/2005
Length: 240 PCI: 99 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 120 PCI High: 100 Environmental Distresses: 0.00%
Area: 28.800 PCILow: 100 Other Distresses: 0.00%
Street Name: LAS T UNA S DRIVE StreetiD: LAST UN Section ID: 028-0 6 Inspection Date: 1 0/1 2/2005
Length: 1.583 PCI: 99 Load Related Distresses: 0.00% Samples Surveyed:
Width: 110 PCIIDgb: 100 Environmental Distresses: 0.00%
Area: 174 .130 PCILow: 100 Other Distresses: 0.00%
Street Name: L AS TUNAS DRIVE StreetiD: LA STUN Section ID: 02E-04 Inspection Date: 1 011 2/2005
Length: 1.075 PCI: 99 Load Related Distresses: 0.00% Samples Surveyed:
Width: 70 PCIIDgh: 100 Environmental Distresses: 0.00%
Area: 75 .250 PCILow: 100 Other Distresses: 0.00%
Street Name: LAS TU NAS DRIVE StreetiD: LASTUN Section ID: 2C-4.6 Inspection Date: 10/1 2/2005
Length: 2.490 PCI: 99 Load Related Distresses: 0.00% Samples Surveyed:
Width: 70 PCIHigh: 100 Environmental Distresses: 0.00%
Area: 174.300 PCILow: 100 Other Distresses: 0.00%
Street Name: LA S TUNAS DRIVE Street ID: LA STUN SectioniD: 2D-04 Inspection Date: 10112/2005
Length: 2.2 00 PC I : 99 Load Related Distresses: 0.00% Samples Surveyed:
Wideh: 76 PCIHigh: !00 Environmental Distresses: 0.00%
Area: 167 .200 PCJJ,ow: 100 Other Distresses: 0.00 %
Street Name: LEMON A VENUE Street ID: LEMON Section JD : 03A-05 Inspection Date: 9n812005
Length: 3.580 PC I : 24 Load Related Distresses: 61.70% Samples Surveyed:
Width: 36 PCIHigh: 24 Environmental Distresses: 10.15 %
Area: 128.880 PCILow: 24 Other Distresses: 28.15 %
Street Name: LEMON A VENUE StreetiD: LEMON Section ID: 038-05 Inspection Date: 9/28/2005
Length: 1.320 PCI: 26 Load Related Distresses: 60.71 % Samples Surveyed:
Width: 40 PCIHigh: 26 Environmental Distresses: 9.96%
Area: 52.800 PCILow: 26 Other Distresses: 29.34%
Street Name: LEMON A VENU E Street ID: LEMON Section ID: 03C-05 Inspection Date: 9/28/2005
Lengeh : 1.980 PCI: 21 Load Related Distresses: 57.45'k-Samples Surveyed:
Width: ~6 PCI IDgh: 21 Environmental Distresses: 9.79%
Area: 71 .280 PCILow: 2 1 Other Distresses: 32.76 %
Street Name: LESLIE DRIV E StreetiD: LESLIE Section ID: 01-06 Inspection Date: 9n7/2005
Length: 265 PCI: 84 Load Related Distresses: 4.34% Samples Surveyed:
Width: 34 PCIIDgh: 84 Environmental Distresses: 91.33 %
Area: 9.010 PCILow: 84 Other Distresses: 4.34~
Street Name: LIVE OA K AVENUE StreetlD: LIVEOA Section ID: 04A -04 Inspection Date: I 0/12/2005
Length: 5.045 PCI: 68 Load Related Distresses: 0.00% Samples Surveyed: 5
Width: 38 PCIHigh: 72 Environmental Distresses: 100.00%
Area: 191.710 PCILow: 56 Other Distresses: 0.00%
Street Name: LIV E OAK A VENUE StreetiD: LIVEOA Section ID: 48-02 Inspection Date: I 0/12/2005
Length: 760 PCI: 100 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 45 PCIHigh: 100 Environmental Distresses: 0 .00%
Area: 34.200 PCILow: 100 Other Distresses: 0 .00%
Selection Cr iteria: Page 21 MTC StreetSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: LIVE OAK AVENUE Street ID: LTV EOA Section ID: 4C-02 Inspection Date: I 0/12/2005
Length: 560 PCI: 100 Load Related Distresses: 0.009r Samples Surveyed:
Width: 36 PCIHigb: 100 Environmental Distresses: 0.009r
Area: 20.160 PCILow: 100 Other Distresses: O.OO"k
Street Name: LIV E OAK A VENUE StreetiD: LIVEOA SectioniD: 40-1.2 Inspection Date: I 0/12/2005
Length: 2.560 PCI: 100 Load Related Distresses: 0 .00% Samples Surveyed:
Width: ~() PCIHigh: 100 Environmental Distresses: 0 .00~
Area: 76.1!00 PCILow: 100 Other Distresses: 0 .00%
Street Name: LIVIA AVENUE Str eet ID: LIVIA A Section ID: 03-05 Inspection Date: 9/28/2005
Length: 1,405 PCI: 72 Load Related Distresses : 0.00% Samples Surveyed:
Width: 36 PCIHigb: 72 Environmental Distresses: 100.00%
Area: 50.580 PCILow: 72 Other Distresses: O.OO o/r
Street Name: LOMA AV ENUE Street ID: LOMAAV Section ID: 01-06 Inspection Date: 9/28/2005
Length: 2.985 PCI: 1!6 Load Related Distresses: 10.72% Samples Surveyed: 3
Width: 30 PCJ High: 92 Environmental Distresses: 89 .28%
Area: 89.550 PCILow: 1!2 Other Distresses: 0 .00%
Street Name: LOMAAVENUE StreetiD: LOMAAV Section ID: 03-05 Inspection Date: I 1/5/2005
Length: 870 PCI: 78 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 30 PCI High: 78 Environmental Distresses: 100.00%
Area: 26.100 PCILow: 78 Other Distresses: 0.00%
I
Street Name: LOMA AVENUE StreetiD: LOMAAV Section ID: 0 7-3,6 Inspection Date: I 0/1/2005
Length: 2.665 PCI: 81 Load Related Distresses: O.QW, Samples Surveyed: 3
Width: 36 PCIHigh: 86 Environmental Distresses: 100.00%
Area: 95,940 PCILow: 74 Other Distresses: O.OOCio
Street Name: LONGDEN A VENUE StreetiD: LONGDE SectioniD: OIB-05 Inspection Date: 9/27/2005
Length: 707 PCI: 66 l..oad Related Distresses: 48.21!% Samples Surveyed:
Width: 40 PCIHigh: 66 Environmental Distresses: 51.72%
Area: 28.280 PCILow: 66 Other Distresses: 0 .00%
Street Name: LONGDEN A VENUE StreetiD: LONG DE Section ID: 05A-05 Inspection Date: I 0/3/200.5
Length: 49.5 PCI: 85 Load Related Distresses: 83.44% Samples Surveyed:
Width: 40 PCIHigh: 85 Environmental Distresses: 12.93%
Area: 19.800 PCILow: 85 Other Distresses: 3 .62%
Street Name: LONGDEN A VENUE Street ID: LONG DE Section ID: O.SR -05 Inspection Date: I 0/3/2005
Length: 1.320 PCI: 86 Load Related Distresses : 83.71 % Samples Surveyed:
Width: 36 PCI High: 1!6 Environmental Distresses: 12 .61%
Area: 47.520 PCILow: 86 Other Distresses: 3 .68%
Street Name: LONGDEN A VENUE StreetiD: LONG DE Section ID: 0.5C·05 Inspection Date: I 0/3/2005
Length: 660 PCI: 86 Load Related Distresses: 83.65% Samples Surveyed:
Width: 30 PCI High: 86 Environmental Distresses: 12.79%
Area: 19,800 PCILow: 86 Other Distresses: 3.55 %
Street Name: LONGDEN A VENUE StreetiD: LONG DE Section ID: 0.50-05 Inspection Date: 1 0/3/2005
Length: 200 PCI: 86 Load Related Distresses: 83.69% Samples Surveyed:
Width: 36 PCI High: 86 Environmental Distresses: 12.63%
Area: 7.200 PCILow: 1!6 Other Distresses: 3.68%
Selection Criteria: Page 22 MTC StrcctSaver
Temple City
Section Condition Inventory
Street Name: LONGDEN A VENUE
Length: 460
Width: 30
Area: 13.800
PCI:
PCIHigh:
PCI Low:
Street Name: LONGDEN A VENUE
Length: 660 PCI:
Width: 40 PCIHigh:
Area: 26.400 PCILow:
Street Name: LONGDEN A VENUE
Length: 2.407 PCI:
Width: 36 PCI High:
Area: 86.652 PCILow:
Street Name: LORA STREET
I.ength: 460 PCI:
Width: 36 PCI High:
Area: 16.560 PCILow:
Street Name: LORA STREET
Length: 360 PCI:
Width: 26 PCIHigh :
Area: 9.360 PCILow:
Street Name: LOWER AZUSA ROAD
Length: 583 PCI:
Width : 52 PCIHigh:
Area: 30,316 PCILow:
Street Name: LOWER AZUSA ROAD
Length: 113 PC I :
Width : 62 PCIHigh:
Area: 7,006 PCILow:
Street Name: LOWER AZUSA ROAD
Length: 4,130 PCI:
Width: 64 PCI High:
Area: 264,320 PCILow:
Street Name: LOWER AZUSA ROAD
Length: 3,233 PCI:
Width: 64 PCI High:
Area: 206,912 PCJLow:
Street Name: LYNROSESTREET
Length: 1.005 PCI:
Width: 30 PCJHigb:
Area: 30.150 PCILow:
Street Name: LYNROSE STREET
Length: 550 PC I:
Width: 26 PCI High:
Area: 14.300 PCII..ow:
Selection Crilcria:
Street ID: LONG DE Section ID:
1!6 Load Related Distresses:
86 Environmental Distresses:
86 Other Distresses:
Street ID: LONG DE Section ID:
86 Load Related Distresses:
86 Emironmental Distresses:
86 Other Distresses:
Street ID: LONGDE Section ID:
66 Load Related Distresses:
66 Environmental Distresses:
66 Other Distresses:
Street ID: LORAST Section ID:
75 Load Related Distresses:
75 Environmental Distresses:
75 Other Distresses:
Street ID: LORAST SectioniD:
73 Load Related Distresses:
73 Environmental Distresses:
73 Other Distresses:
Street ID: LOWER Section ID:
99 Load Related Distresses:
100 Environmental Distresses:
100 Other Distresses:
StreetiD: LOWER Section ID:
99 Load Related Distresses:
100 Environmental Distresses:
100 Other Distresses:
StreetlD: LOWER SectioniD:
100 Load Related Distresses:
100 Environmental Distresses:
100 Other Distresses:
Street ID: LOWER Section ID:
100 Load Related Distresses:
100 Environmental Distresses:
100 Other Distresses:
StreetlD: LYNROS Section ID:
87 Load Related Distresses:
87 Environmental Distresses:
87 Other Distresses:
StrcctJD: LYNROS Section ID:
12 Load Related Distresses:
72 Environmental Distresses:
72 Other Distresses:
Page 23
05E-O:'i
83.67%
12.77%
3.56%
05F-05
83 .69 %
12 .74%
3.51%
IA-5.6
48.34%
51.66%
0.00%
15-01
0.00%
100.00%
0.00%
17-01
100.00%
0.00%
O.OOCib
06A-03
O.OOCk
0.00%
0.00%
06C-02
0 .00%
0 .00%
0.00%
68-2.3
0.00%
0.00%
0.00%
6D-1.2
0.00%
0.00%
0.00%
13 -02
0.00%
100.00%
0.00%
15-01
0 .{)()%
100.00%
0.00%
Date Printed I 0/1 1!/2006
PMSJ028
Inspection Date: 10/3/2005
Samples Surveyed:
Inspection Date: 10/3/2005
Samples Surveyed:
Inspection Date: 9/27/2005
Samples Surveyed:
Inspeclion Date: 12112/2005
Samples Surveyed:
Inspection Date: I 0/13/2006
Samples Surveyed:
Inspection Date: I 011212005
Samples Surveyed:
Inspection Date: I 0/12/2005
Samples Surveyed:
Inspection Date: I 0/12/2005
Samples Surveyed:
Inspection Date: I 0/12/2005
Samples Surveyed:
Inspection Date: 10/112005
Samples Surveyed:
Inspection Date: 10/1112005
Samples Surveyed:
MTC StrcetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMSI028
Street Name: L YNROSE STREET StreetiD: LYNROS Section ID: 17-01 Inspection Date: 1017/2005
Length: 415 PCI: 72 Load Related Distresses: 0.00% Samples Surveyed:
Width: 28 PCI High: 72 Environmental Distresses: IOO.OO 'k
Area: 11.620 PCILow: 72 Other Distresses: 0.00%
Street Name: McCLINTOCK AVENUE StreetlD: MCCLIN Section ID: 17-01 Inspection Date: 1 0/6/2005
Length: 2.065 PCI: 88 Load Related Distresses: 28.99 ')( Samples Surveyed: 2
Width: ~0 PCIHigh: 93 Environmental Distresses: 42.01%
Area: 61.950 PCI Low: 83 Other Distresses: 28 .99%
Street Name: McCULLOCH AVENUE StreetiD: MCCULL SectioniD: 17A-OI Inspection Date: 1017/2005
Length: 1.195 PCI: 78 Load Related Distresses: 14 .27~ Samples Surveyed:
Width: 36 PCIHigh: 78 Environmental Distresses: 71.47%
Area: 43 .020 PCILow: 78 Other Distresses: 14.27%
Street Name: McCULLOCH AVENUE Street ID: MCCULL Section ID: 178-01 Inspection Date: IOn/2005
Length: 700 PCI: 78 Load Related Distresses: 14.20% Samples Surveyed:
Width: 18 PCI High: 78 Environmental Di.!>1resses: 71.60%
Area: 12,600 PCI Low: 78 Other Distresses: 14.20%
Street Name: McCULLOCH A VENUE StreetiD: MCCULL Section ID: 17C-01 Inspection Date: !On/2005
Length: 450 PCI: 78 Load Related Distresses: 14.28% Samples Surveyed:
Width: 38 PCIHigh: 78 Environmental Distresses: 71.43%
Area: 17 .100 PCI Low: 78 Other Distresses: 14.28%
Street Name: McCULLOCH A VE NUE Street ID: MCCULL Section ID: 17 0 -01 Inspection Date: 1 On/2005
Length: 220 PC I: 78 Load Related Distresses: 14.24 % Samples Surveyed:
Width: 20 PCIHigh: 78 Environmental Distresses: 71.51 '*
Area: 4 .400 PCILow: 78 Other Distresses: 14.24%
Street Name: MILLER DRIVE StreetiD: MILLER Section ID: 09-03 Inspection Date: 10/4/2005
Length: 180 PC I: 84 Load Related Distresses: 0.00% Samples Surveyed:
Width: 40 PCI Hlgh: 84 Emironmental Distresses: 100.00%
Area: 7,200 PCILow: 84 Other Distresses: 0.!10 %
Street Name: MILOANN STREET Street ID: MILO AN Section ID: 11 -02 Inspection Date: 10/1/2005
Length: 1.480 PCI: 86 Load Related Distresses: 78.57% Samples Surveyed:
Width: 40 PC! High : 86 Environmental Distresses: 21.43%
Area: 59.200 PCILow: ll6 Other Distresses: 0 .00%
Street Name: MILOANN STREET Street ID: MILO AN Section ID: 15-01 Inspection Date: 10/13/2006
J..engtb: 350 PCI: 67 Load Related Distresses: 100.00% Samples Surveyed:
Width: 36 PCI High: 67 Environmental Distresses: 0.00%
Area: 12.600 PCI Low: 67 Other Distresses: 0.00%
Street Name: MJLOANN STREET Street ID: MILOAN Section ID: 17-01 Inspection Date: 10/1 ~12006
Length: 360 PCI: 77 Load Related Distresses: 99.11 % Samples Surveyed:
Width: 26 PCI High: 77 Environmental Distresses: 0.89~
Area: 9360 PCILow: 77 Other Distresses: 0.00%
Street Name: MUSCATEL AVENUE Street ID: MUSCAT Section ID: 01 -06 Inspection Date: 9127/2005
Length: 3,825 PCI: 64 Load Related Distresses: 55 .64% Samples Surnyed: 4
Width: 40 PCI High: 96 Environmental Distresses: 40.12%
Area: 153,000 PCILow: 43 Other Distresses: 4 .24%
Sele ction Critcrin : Page 24 MTC StreetSaver
Temple City
Date Printed 10/lX/2006
Section Condition Inventory PMSI028
Street Name: MYDAAYENUE Street ID: MYDAAY Section ID: 0 1-06 Inspection Date: 9/2812005
Length: 490 PCI: 94 Load Related Distresses : 84 .29 % Samples Surveyed:
Width: ~0 PCI High: 94 Environmental Distresses : 15 .71 %
Area: 14.700 PCI Lo": 94 Other Distresses: ().(){)%
Street Name : NADINE STREET Street ID: NADINE Section ID: 09-02 Inspection Date: 10/112005
Length: 620 PCI: 74 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCIHigh: 74 Environmental Distresses: I OO .OOC.k.
Area: 18.600 PCILow: 74 Other Distresses: 0 .00%
Street Name: NADINE STREET Street ID: NADINE SectioniD: IIA-02 Inspection Date: 10/1/2005
Length: 1.570 PCI: 88 I.oad Related Distresses: 0.00% Samples Surveyed:
Width: 26 PCIHigh: 88 Environmental Distresses: 100.00%
Area: 40.8 20 PCILow: 88 Other Distresses: 0.00%
Street Name: NADINE STREET StreetiD: NADINE Section ID: IIB-02 Inspection Date: 10/112005
Length: 885 PCI: 87 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCI JUgh: 87 Environmental Distresses: 100.00%
Area: 26.550 PCILow: 87 Other Distresses: 0.00%
Street Name: NAIJlNE STREET Street ID: NADINE Section ID: 13-02 Inspection Date: I 011/2005
Length: 1.345 PCI: 25 Load Related Distresses: 100.00% Samples Surveyed:
Width: 30 PCIHigh: 25 Environmental Distresses: 0.00%
Area: 40.3 50 PCILow: 25 Other Distresses: 0.00%
Street Name: NOEL DRIVE Street ID : NOELDR Section ID: 7A-3.6 Ins pection Date: 10/1/2005
Length: 950 PC I: 81 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCIHigh: 81 Environmental Distresses: 100 .00%
Area: 34,200 PCILow: 81 Other Dis tresses: 0 .00%
Street Name: NOEL DRIVE Street ID: NOELDR SectioniD: 78-3 ,6 Inspection Date: 10/1/2005
Length: 1.415 PCI: 84 Load Related Distresses: 0 .00 % Samples Surveyed:
Width: 40 PCIHigh: 84 Environmental Distresses: 100.00%
Area: 56.600 PCI Low : 84 Other Distresses: O.O<Yk.
Street Name: OAK AVE NUE StreetiD: OAKAV Section ID: 03 -05 Inspection Date: 9/2812005
Length: 2.600 PCI: 8~ Load Related Distresses: 27 .83 % Samples Surveyed: ~
Width: 40 PCI JUgh: 88 Environmental Distresses: 72.17 %
Area: 104.000 PCILow: 80 Other Distresses: 0.00%
Street Name: OAK AVENUE StreetiD: OAKAV Section ID: 5A-04 Inspection Date: I 0/24/2005
Length: 2.670 PCI: 82 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PCIHigh: 82 Environmental Distresses: 100.00%
Area: 96.120 PCI Low: 82 Other Distresses: 0.00%
Street Name: OAK AV ENUE StreetiD: OAKAV Section ID: 58-05 Inspection Date: 9/29/2!Xl.'i
Length: 2,600 PCI: 18 Load Related Distresses: 79.92% Samples Surveyed:
Width: 40 PCI JUgh: 18 Environmental Distresses: 20.08 %
Area: 104,000 PCI Low: 18 Other Distresses: 0.00%
Street Name: OLEMA STREET StreetiD: OLEMAS Section ID: 03A-05 Inspection Date: 9/28/2005
Length: 755 PCI: 56 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 36 PCI High: 56 Environmental Distresses: 100.00%
Area: 27.180 PCILow: 56 Other Distresses: 0 .00%
Sdection Cr iteria: Page 25 MTC S treetSavcr
T emple City
Date Printed 10/18/2006
Section Co ndition Inventory PMSI028
Street Name: OLEMA STREET St reetiD: OLEMAS Section ID: 038-05 Inspection Date: 9/28/2005
Length: .BO PCI: 79 Load Related Distresses: 0.()()% Samples Surveyed:
Width: 20 PCIHigh : 79 Environmental Distresses: 100.00%
Area: 6.600 P CI Low: 79 Other Distresses: 0.00%
Street Name: OL E MA STREET Street ID: OLEMAS SectioniD: OJC-05 In spection Date: 9/28/2005
Leng th: 1,01!0 PCI: 79 Load Related Distresses: 0.00~ Sampl es Surveyed:
Width: 30 PCIHigh: 79 Environmental Distresses: 100.00%
Area: 32 .400 PCILow: 79 Oth er Distresses: 0.00%
Street Name: OLIVE STREET StreetiD: OLIVES Section ID: 07A-03 Inspection Dat e: 9/4/2005
Length: 1.780 PCI: 100 Load Related Distresses: O.ClOo/r Samples S urveyed : 2
Width: 36 PCIHigh: ){)() Environmental Distresses: 0.00%
Area: 64.080 PCILow: 100 Other Distresses: 0.00%
Street Name: OLIVE STREET Street ID: OLIVES Section ID: 078-03 Inspection Date: 9/4/2005
Length: 745 PCI: 100 Load Related Distresses: 0.00% Samp les Su r veyed:
Width : 40 PCI High: 100 E n viron mental Distresses: 0.00 %
Area: 29 ,800 P CI Low: 100 O ther Distresses: 0.00%
Str eet Name: OLIVE STREET Street ID: OLIVES SeetioniD: 07C-03 Inspection Date: 9/4/2005
Length: 380 PCI: 100 Load Related Distresses: 0.00% Samples S u rveyed:
Wid th: 36 PCIHigh: 100 Environmental Distresses: 0.00%
Area: 13 .61!0 P CI Low: 100 Other Distresses: 0.00%
Street Name: OLIVE STREET StreetiD: OLIVES Sect ioniD: 09-03 Inspection Date: 9/4/2005
Length: 2.700 PCI: 100 Load Related Dist resses : 0.00% Samples Su rveyed:
Wid th: 40 PCIHigh : 100 Environmental Distresses: 0.00%
Area: 108.000 PCILow: 100 Other Distresses: 0.00%
Street Name: OLIVE STREET S treetiD: OLIVES SectioniD: 11 -02 Inspection Date: 1011/2005
Len gt h: 2.640 PCI: 100 Load Related Distresses: 0.00% Sampl es Surveyed: 2
Wid th : 40 PCIHlgh: 100 Environmental Distresses: 0.00%
Area: 105.600 PCILow: 100 Other Distresses: 0.00%
Street Name: OLIVE STREET StreetiD: OLIVES Sectio n iD: 13 -02 Inspection Date: 10/1 1/2005
Length : 1.990 PCI: 100 Load Related Distresses: 0.00% Samples Surveyed: 2
Width: 40 PCIBigh: 100 Environmental Distresses: 0.00%
Area: 79.600 PCILow: 100 Other Distresses: 0.00%
Street Name: OLIVE STREET Street ID: OLIVES Section ID: 15 -1.2 Inspection Date: 10/J 1/2005
Length : 2,280 PCI: 100 Load Related Dis tresses: 0.00% Samples Surveyed:
Width : 40 PCI High: 100 Environm ental Dis tresses : 0 .00%
Ar ea: 91.200 PCILow: 100 O ther Distresses: 0.00%
Street Name: PAL MALL-L. AZUSA TO StreetiD: PAL_MA Section ID: 15A-01 Inspection Date: I 0/11/2005
FREER
Length: 2.695 PCI: 6 1 Load Related Distresses: 71.49% Samples S u rveyed:
Width: 36 PCI High: 61 Envir onmen tal Distresses: 25 .63%
Area: 97.020 PCI Low: 6 1 Other Distresses: 2.88 %
Street Name: PAL MALL -FREER TO LIVE S treetiD: PAL_MA Section ID: 158-0 1 In spec tion Date: I 0/1 I /2005
OAK
Length: 1.040 PCI: 61 Load Related Dis tresses: 71.47% Samples Surveyed:
Width: 40 PCIHlgh: 6 1 Environmental Distresses: 25.60%
Area: 4 1,600 P CI Low: 61 Other Distresses: 2.93%
Selection Criteria: Page 26 MTC StrcctSavcr
Temple City
Section Condition Inventory
Street Name: PAL MALL-L. AZUSA TO
FREER
Length: 1.345 PCI:
Width: 36 PCI High:
Area: 48,420 PCILow:
Street Name: PARMERTON AVENUE
Length: 935 PCJ:
Width: 30 PCIHigh:
Area: 28 .050 PCILow:
Street Name: PENTLA ND STREET
Length: 460 PCI:
Width: 15 PCIHigh:
Area: 6,900 PCILow:
Street Name: PENTLAND STREET
Length: 2.825 PC I:
Width: 36 PCIHigh:
Area: 101.700 PCILow:
Street Name: PERSIMMON AVEN UE
Length: 1.040 PCJ:
Width: 30 PCIHigh:
Area: 31.200 PCILow:
Street Name: PERSIMMON AVEN UE
Length: 2.445 PC I:
Width: 36 PCIHigh:
Area: 88.020 PCILow:
Street Name: PERSIMMON AVENUE
Length: 1,170 PCI:
Width: 30 PC! High :
Area: 35, J 00 PCILow:
Street Name: PRIMROSE A VENU E
Length: 300 PCI:
Width: 30 PCI High:
Area: 9,000 PCILow:
Street Name: PRIMROSE A VENUE
Length: 3.125 PCI:
Width: 36 PCIHigh:
Area: 11 2500 PCILow:
Street Name: PRIMROSE A VENUE
Length: 900 PCI:
Width: 30 PCI High:
Area: 27.000 PCILow:
Street Name: RAN CHO REAL ROAD
Length: I ,305
Width: 40
Area: 52.200
PCI:
PCI High:
PCILow:
Selcclion Crilcria:
Street ID: PAL_MA Section ID: 15C-OJ
61
61
61
Street 10:
100
100
100
StreetiD:
72
72
72
StreetlD:
T!t
74
72
Street ID:
80
80
80
StreetiD:
80
80
80
Street ID:
80
80
80
StreetiD:
72
72
72
StrectiD:
55
72
41
StreetiD:
70
70
70
StreetiD:
67
68
67
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PARMER SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PENTLA Section 10:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PENT LA Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PERS IM SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PERSIM SectionlD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PERSIM Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PRIMRO SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
PRIMRO SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses :
PRIMRO Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
RANCHO Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Page 27
71.49%
25 .63%
2.88%
17-01
0.00%
0.00%
0.00%
07-03
0 .00%
({)().()()%
0.00%
09-03
0.00"~
100.00%
0 .00%
17A-01
0.00%
100.00%
0.00%
178-01
0.00%
100.00%
O.OOIR-
17C-OJ
O.O<YA>
IOO.O<YA>
0.00%
03-05
0.00%
100.00%
0.00%
5A -4,5
46.94%
51.40%
1.65 %
58-05
O.W'k
100.00%
0.00%
07-03
19.69%
60.63%
19.69%
Date Printed I 0/1 8/2006
PMSI028
Inspection Date: I 0/1112005
Samples Surveyed:
Inspection Date: I 017/2005
Samples Surveyed:
lru;pection Date: I 0/112005
Samples Surveyed:
Inspection Date: I 0/4/2005
Samples Surveyed: 2
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date: I 0/6/2005
Samples Surveyed:
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: 913012005
Samples Surveyed: 3
Inspection Date: 9/30/2005
Samples Surveyed:
Inspection Date: I 0/412005
Samples Surveyed: 2
MTC S trcetSaver
Temple City
Section Condition Inventory
Street Name: RANDWICK DRIVE Street lD: RAND WI Section ID: 13A-02
Length: 545 PCI: 75 Load Related Distr esses: 0.00%
Width: 36 PCIHigh: 75 Environmental Distresses: IOO.Olfk
Area: 19.620 PCILow: 75 Other Distr esses: 0.00%
Street Name: RANDWIC K DRIVE StreetlD: RAND WI SectioniD: 13B-02
Length : 560 PCI: R2 Load Related Distresses: 0.00%
Wid th: :12 PCI High: 82 Environmental Distresses: 100.00%
Area: 17 .920 PCILow: 82 Other Distresses: 0.00%
Street Name: RENO AVENUE StreetlD: RENOAV Section ID: 01-06
Length: 3.145 PCI: 100 Load Related Distresses: 0.00%
Width: 30 PCIHigh: 100 E n vironmental Distresses: O.!XYk
Area: 94.350 PCILow: 100 Other Distresses: 0.00%
Street Name: RIO HONDO A VENUE Street iD: RIOHON Section iD: 05-04
Length: 700 PCI: 53 Load Relat ed Distresses: 2.71%
Width: 36 P CIHigb: 53 E n viron mental Distresses: 94.58%
Area: 25.200 PCILow: 53 Other Distresses: 2.71%
Street Name: RIO HONDO A VENUE StreetiD: RIOHON Section ID: 09-0J
Len gth : 1.595 PCI: 78 Load Related Distresses: 0.00%
Widt h : 36 PCJ High: 79 Environmen tal Dist resses: 100.00%
Area: 57.420 PCILow: 78 Other Distresses: 0.00%
Street Name: ROBINHOOD A VENUE Street ID: ROBINH Section ID: 13A -02
Length : 1.135 PCI: 84 Load Related Distresses: O.Wk
Wid t h: 30 PCIHigh: 84 Environmental Distresses: 100.00%
Area: 34.050 PCILow: 84 Other Distresses: 0.00%
Street Name: ROBINHOOD A VENUE Street JD: ROB INH SectioniD: 13 B-02
Length: 390 PCI: 84 Load Related Distresses: o.oor~
Width : 26 PCIHigh : 84 Environmental Distresses: 100.00%
Area: 10.140 PCILow: 84 Other Distresses: 0.00%
Street Name: ROB IN HOOD AVENUE StreetiD: ROBINH Section ID: 13C-02
Length: 1.075 PCI: 84 Load Related Distresses: 0.00%
W idth : 30 PCIHigh: 84 Environmental Distresses: 100.00%
Area: 32.250 PCILow: 84 Other Distresses: 0 .00%
Street Name : ROCCUSLANE Street ID: ROCCUS Section ID: 01-06
Length : 280 PCI: 61 Load Related Distresses: 0 .00%
Width: 30 PCIHigh: 61 Environmental Distresses: 100.00%
Area: 8,400 PCI Low: 61 Other Distresses: 0.00%
Street Name: ROSEGLEN STREET StreetiD: ROSEGL SectioniD: 09-03
Length: 405 PCI: 100 Load Related Distresses: 0.00%
Width: 26 PCIHigh: 100 Environmental Distresses: 0.00%
Area: 10,530 PCILow: 100 Other Distresses: 0.00%
Street Name: ROSEGLEN STREET S treetiD: ROSEGL Section ID: 15·01
Length: 695 PCI: 72 Load Relat ed Distresses: O.OO'YC'
Width: 26 PCIHigh: 72 Environmental Distresses: 100.00%
Area: 1!1.070 PCILow: 72 Other Dist resses: 0.00%
Selection Criteria: Page 28
Date Printed 10/18/2006
PMS1028
Inspect ion Date: 9/2/2006
Samples S urveyed:
Inspection Date: I 0/1/2005
Samples Surveyed:
Inspect io n Date: 9127/2CXl5
Samples Surveyed:
Inspecti on Date: 9/2912005
Samples Surveyed:
I nspection Date: 1011/2005
Samples Surveyed:
Inspection Date: 10/1/2005
Samples S u rveyed :
Inspection Date: 1011/2005
Sampl es Surveyed:
Inspection Date: 10/1/2005
Samples Surveyed:
Inspection Da te: 9/27/2CXl5
Samples Surveyed:
Inspection Date: 10/13/2006
Samples Surveyed:
Inspection Date: I 0/11/2005
Sampl es Sur,·eyed:
3
2
MTC StreetSaver
Temple City
Date Printed I 0/18/2006
Section Condition Inventory PMSI028
Street Name: ROSEV ALE DR IVE Street ID: ROSEVA Section ID: 13-02 Inspection Date: 10/1/2005
Length: 2 30 PCI: 93 Load Related Distresses: 0.00% Samples Surveyed:
Width: 36 PC! High: 93 Emironmental Distresses: 100.00%
Area: 8.280 PCILow: 93 Other Distresses: O.OO o/r
Street Name: ROWLAND A VENUE StreetiD: ROW LAN Section ID: 05 -04 lnspedion Date: 9/29/2005
Length: 2.920 PCI: 75 Load Related Distresses: 0.00% Samples Surveyed: 3
Width: 36 PCIHigh: 83 Environmental Distresses: 100.00%
Area: 105.120 PCILow: 72 Other Dis tresses: 0.00%
Street Name: ROWLAND A VENUE StreetiD: ROWLAN Section ID: 05-05 Inspection Date: 9/30/2005
Length: 360 PC I : 80 Load Related Distresses: 69.03 % Samples Surveyed:
Width: 30 PCIHigh: 80 Environmental Distresses: 30.97 %
Area: 10,800 PCILow: 80 Other Distresses: 0.00%
Street Name: RYLAND AVENUE StreetiD: RYLAND Section ID: 13A-02 Inspection Date: 10/112005
Length: 1.300 PCI: 74 Load Related Distresses: 0.()()% Samples S u rveyed:
Width: 36 PCIHigh: 74 Environmental Distresses: 84.55 %
Area: 46.800 PCILow: 74 Other Distresses: 15.45 %
Street Name: RYLAND AVENUE StreetiD: RYLAND SectioniD: 138-02 Inspection Date: 10/1 /2005
Length: 290 PCl: 72 Load Related Distresses: 0 .00% Samples Surveyed:
Width: 41 PCI High: 73 Environmental Distresses: 84.54%
Area: 11 .890 PCILow: 73 Other Di stresses: 15 .46%
Street Name: RYLAND AVENUE StreetiD: RYLAND SectioniD: 13C-02 Inspection Date: 10/1/2005
Length: 800 PCI: 74 Load Related Distresses: 0 .00% Samples Surveyed:
Width : :m PC! High: 74 E nvi ronmental Distresses: 84.59 %
Area: 24 .000 PCILow: 74 Other Distresses: 15 .41 %
Street Name : SALTER A VENUE StreetiD: SALTER Section ID: 03 -05 Inspection Date: 9128/2005
Length : 490 PCI: 91 Load Related Di stresses: 0.00% Samples Surveyed:
Width: 26 PC! High: 91 E nvironmental Dis tresses: 100.00%
Area: 12 .740 PCILow: 9 1 Other Distresses: 0.00%
Street Name : SANTA AN ITA AVENUE StreetiD: SANTA A Section ID: 14-01 Inspection Date: I 0/1212005
Length: 3.905 PCI.: 100 Load Related Distresses: 0.00% Samples Surveyed: 4
Width: 80 PCI High: 100 Environmental Distresses: ().00%
Area: 312.400 PCILow: 1(1() Other Distresses: 0.00%
Street Name: SERENO DRIVE StreetiD: SERENO Section ID: 07-03 Inspection Date: 1 0/1/2005
Length: 3.165 PCI: Ill Load Related Distresses: 0.00% Samples Surveyed: 3
Width: 40 PCIHigh: 88 Environmental Distresses: 100.00%
Area: 126.600 PCILow: 78 Other Distresses: 0.00'/f-
Street Name : SPARKLE'IT STREET StreetiD: SPARKL Section ID: 09A-0 3 Inspn1ion Date: 1011/2005
Length: 700 PCI: 7?. Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCI High: 73 Environmen tal Distresses: 100.00%
Area: 21.000 PCILow: 73 Other Distresses: 0.00%
Street Name: SPARKLETf STREET StreetiD: SPARKL SectioniD: 098-03 Inspection Date: 10/4/2005
Length: 290 PCI: 72 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 30 PCI High: 72 Environmental Distresses: 100.00%
Area: 8.700 PCILow: 72 Other Distresses: 0 .00%
Selection Criteria : Page 29 MTC StreetSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: SPAR KLETT STREET StreetiD: SPARKL Section ID: 11 -02 Inspection Dat e: 10/1/2005
Length: 790 PCI: 95 Load Related Distresses: OJlO% Samples Surveyed:
Width: 30 PCIHigh: 95 E nvironmental Distresses: 100.00o/r
Area: 23 .700 PCILow: 95 Other Distresses: 0.00%
Street Name: SPARKLETT STREET Street ID: SPARKL Section ID: 15-01 Inspection Date: 1011112005
Length: 695 PC I: 72 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 26 PCJ High: 72 Environmental Distresses: 100.00%
Area: 1!1 .070 PCILow: 72 O ther Distresses: 0.00%
Street Name: SAI NT JAMES DRIVE Street ID: STJAME Section ID: 05 ·05 Inspection Dale: 91:10/2005
Length: 255 PCI: 56 Load Related Distresses: 0 .00~ Samples Surveyed:
Width: 36 PCIHigh: 56 Environmental Distresses: 100 .00%
Area: 9.180 PCILow: 56 Other Distresses: 0.00%
Street Name: SULTANA AVENUE Street 10: SULTAN Section ID: 01-06 Inspection Date: 9/2812005
Length: 3.490 PCI: 76 Load Related Distresses: 0.98o/r Samples Surveyed : 3
Width: 30 PCI High: !17 Environmental Distresses: 99 .02%
Area: 104 ,700 PCILow: 7 1 Other Distresses: 0 .00%
Street Name: SULTANA AVENU E Street ID: SULTAN Section ID: 03-05 Inspection Date: 9/28/2005
Length: 1.290 PCI: 26 Load Related Distresses: 100.00% Samples Surveyed :
Width: 30 PCI High: 26 Environmental Distresses: 0.00%
Area: 38.700 PCI Low: 26 Other Distresses: 0.00%
Street Name: SULTANA AVENUE Street ID: SULTAN Section ID: 7A-03 Inspection Date: I 0/3/2005
Length: 1.4 00 P CI: 78 Load Related Distresses: 0.00% Samples Surveyed :
Width: 32 PCI High: 78 E nvironmental Distresses: 100.00%
Area: 44.!100 PCILow: 78 O ther Distresses: 0.00%
Street Name: SULTA NA AVENUE StreetiD: SULTAN Section JD : 78 -03 Inspection Date: I 0/3/2005
Length: 1.070 PCI: 78 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCIHigh: 78 Environmental Distresses: 100.00%
Area: 32.100 PCILow: 78 Other Distresses: 0.00%
Street Name: SULTANA AVENUE Street ID: SULT AN Section ID: 7C-3.6 Inspection Date: I 0/3/2005
Length: 300 PCI: 79 Load Related Distresses: 0.00% Samples Surveyed :
W idth: 36 PCIHigh: 79 Environ mental Distresses: 100.00%
Area: 10.800 PCILow: 79 Other Distresses: 0 .00%
Street Name: SULTANA AVENUE Street ID: SULT AN Section ID: 70-06 Inspection Date: I 0/3/2005
Length: 300 PCI: 78 Load Related Di stresses: 0.00% Sample s Surveyed:
Width: 33 PCIHigh: 78 Environmental Distresses: 100.00%
Area: 9,900 PCILow: 78 Other Distresses: 0.00%
Street Name: TEMPLE C ITY BOULEY ARD StreetiD: TEMPLE Section ID: SA-4.5 Inspection Date: 6/1/2006
Length: 6,620 PCI: 86 Load Related Distresses: 36.21 % Samples Surveyed: 4
Width : 64 PCIHJgh: 90 Environment al Distresses: 27.57%
Area: 423 ,680 PCILow: 82 Other Distresses: 36.21 %
Street Name: TEMPLE CITY BOULEY ARD StreetiD: TEMPLE Section ID: SB -04 Inspection Date: I 0/12/2005
Length: 955 PCI: 85 Load Related Distresses: 0.00o/t' Samples Surveyed:
Width: 60 PCIHigh: !16 Environment a l Distresses: 100.00%
Area: 57.300 PCILow: 86 Oth er Distresses: 0.00%
Selec tion Criteria: Page 30 MTC StreetSnver
Temple City
Section Condition Inventory
Street Name: TEMPLE CITY BOULEY ARD
Length: 4.620 PCI:
Width: 56 PCI High:
Area: 2.58.720 PCI Low:
Street Name: TEMPLE CITY BOU LEVARD
Length: 940 PCI:
Width: 48 PCI High:
Area: 45 .1 20 PCI Low:
Street Name: TEMPLE CITY BOULEVARD
Length: 58 PCI:
Width: 52 PCI High:
Area: 3.016 PCI Low:
Street Name : TEMPLE CITY BOULEVARD
Length: 275 PCI:
Width: 48 PCI High :
Area: I ~.200 PCI Low:
Street Name: TREE ROSE TERRACE
Length: 200 PC I:
Width: 34 PCJ High:
Area: 6.800 PCILow:
Street Name: TRELA WNEY A VENUE
Length: 930 PCI:
Width: 36 PCIHigh:
Area: 33.480 PClLow:
Street Name: Y AL STREET
Length: 2.200
Width: 30
PCI:
PCIHigh:
Area: 66.000 PCILow:
Street Name: WEDGEWOOD STREET
Length:
Width:
Area:
735
36
26.460
PCI:
PC! High:
PCILow:
Street Name: WEDGEWOOD STREET
Length: 570
Width: 36
Area: 20520
PCI:
PCIHigh:
PCILow:
Street Name: WEDGEWOOD STREET
Length: 130
Width: 30
Area: 3.900
PCI:
PCIHigh:
PCILow:
Street Name: WEDGEWOOD STREET
Length: 810
Width: 36
PCI:
PCIHigh:
Area: 29.160 PCILow:
Sel ection Critc:ria:
Street ID: TEMPLE Section ID:
86 Load Related Distresses:
86 Environmental Distresses:
86 Other Distresses:
Street ID:
86
87
87
TEMPLE Seclion ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
BC-02
0.00%
100.00°k
0.00%
RD-02
0.00 %
100.00%
0.(10%
Street ID:
85
TEMPLE Seclion ID: 8E-02
85
85
StreetiD:
86
87
87
Street ID:
:n
:n
:n
StreetiD:
28
28
28
Street ID:
90
91
89
Street ID:
88
88
88
StreetiD:
88
88
88
Street ID:
88
88
88
StreetiD:
80
80
80
Load Related Distresses:
Environmental Distresses:
Other Distresses:
TEMPLE Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
TREERO Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
TRELAW Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
VALSTR Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
WEDGEW Section ID:
l-oad Related Distresses:
Environmental Distresses:
Other Distresses:
WEDGEW SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
WEDGEW SectioniD:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
WEDGEW Section ID:
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Page 31
0.00%
100.110%
0.00%
8F-02
0 .00%
100.00%
0 .00%
01 -06
68 .04 %
31.96%
0.00%
03 -0.5
I 00 .OQ<k.
0.00%
0.00%
0~-05
0.00%
100.00%
o.oor"'
09A-04
0 .00%
100.00%
0.00%
098-04
0 .00%
100.00%
O.Oifit
09C-04
0.00%
100.00%
0.00%
11-04
0.00%
100.00%
0.00%
Date Printed I 0118/2006
PMSJ02!!
Inspection Date: l 0/1 2/200.5
Samples Surveyed:
Inspection Date: I 0/1 2/2005
Samples Surveyed:
Inspection Date: 10/12/2005
Samples Surveyed:
Inspection Date: I 0/1 2/2005
Samples Surveyed:
Inspection Date: 9127/200.5
Samples Surveyed:
Inspection Date: 9128/200.5
Samples Surveyed:
Inspection 1>-.tte: 9/28/2005
Samples Surveyed:
Inspection Date: I 0/1/200.5
Samples Surveyed:
Inspection Date: 1 0/1 /2005
Samples Surveyed:
Inspection Date: 10/1 /200.5
Samples Surveyed:
Inspection Date: 10/1 /2005
S;~mples Surveyed:
2
MTC StrcctSavcr
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: WELLAND A VENUE Street ID: WELLAN Section ID: 17-01 Inspection Date: 10/6/2005
Length: 2.245 PC I: 83 Load Related Distresses: 0 .00% Samples Surveyed: 2
Width: 38 PCIHigh: 84 Environmental Distresses: 100.00%
Area: 85.3 10 PCI Low: 82 Other Distresses: 0.00%
Street Name: WENDON STREET Street ID: WEN DON Section ID: 01-06 Ins pection Date: lln/2005
Length: 4 90 PCI: 72 Load Related Distresses: 0.00 % Samples Surveyed:
Width: 26 PCI High: 72 Environmental Distresses: 100.00%
Area: 12.740 PCILow: 72 Other Distresses: 0.00%
Street Name: WENDON A VENUE Street ID : WEN DON SectioniD: 05A-05 Inspection Date: 9/30/2005
Length: 580 PCI: 81 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCIHigh: 81 Environmental Distresses: 100.00%
Area: 17.400 PCILow: 81 Other Distresses: O.(JO%
Street Na me: WEN DON A VENUE StreetiD: WEN DON Section ID : 058-05 Inspection Date: 9/30/2005
Length: 660 PCI: 78 Load Related Distresses: 37.54% Samples Surveyed:
Width: 40 PCIHigh: 78 Environmental Distresses: 62.46%
Area: 26,400 PCILow: 78 Other Distresses: 0.00%
Street Name: WEN DON A VENUE StreetiD: WEN DON Section ID: 05C-05 Inspection Date: 9/30/2005
Length: 310 PCI: 78 Load Related Distresses: 37.60% Samples Surveyed:
Width: 30 PCIHigh: 78 Environmental Distresses: 62 .40%
Area: 9.300 PCILow: 78 Other Distresses: 0 .00%
I
Street Name: WILDFLOWER ROAD StreetiD: WILDFL Section ID: 17-01 Inspection Date: I 017/2005
Length : 435 PCI: 72 l,oad Related Distresses: 0 .00% Samples Surveyed:
Width: 30 PCI High : 72 Environmental Distresses: 100.00%
Area: 13.050 PCILow: 72 Other Distresses: 0.00%
Street Name: WILLMONTE A VENUE StreetiD: WI LLMO Section ID: I 1-2.4 Inspection Date: 10/1/2005
Length: 1.930 PC I : 74 Load Related Distresses: 0.00% Samples Surveyed:
Width: 30 PCIHigh: 74 Environmental Distresses: 1 OO.QO<'k
Area: 57.900 PCILow: 74 Other Distresses: 0.00%
Stree t Name: WOODRUFF AVENUE StreetJD: WOODRU Section ID: 05-04 Inspection Date: 9/3012005
Length: 4,515 PCI: 83 Load Related Distresses: 0.00% Samples Surveyed: 2
W idth: 36 PCIHigh: 84 Environmental Distresses: 100.00%
Area: 162.540 PCILow: 83 Other Distresses: 0 .00%
Street Na me: WOOLLEY STREET StreetiD: WOOLLE Section ID: 03-05 Inspection Date: 912812005
Length: 1.220 PCI: 40 Load Related Distresses: 47.30% Samples Surveyed:
Width: 36 PCI High: 40 Environmental Distresses: 52.70%
Area: 4 3.920 PCILow: 40 Other Distresses: 0.00%
Street Name: WORKMAN A VENUE StreetiD: WORKMA SectloniD: 0 5-04 Inspection Date: 9/30/2005
Length: 4.71 5 PCI: 67 Load Related Distresses: 64.36% Samples Surveyed: 5
Width: 36 PC! High: 84 Environmental Distresses: 33.72%
Area: 169,7 40 PCILow: 39 Other Distresses: 1.92%
Street Name: WORTH INGTON DRIVE StreetiD: WORTH! SecfioniD: 01-06 Inspection Date: 9127/2005
Length: 250 PCI: 60 Load Related Distresses: 0 .00% Samples Suneyed:
Width: 26 PCIHigh: 60 Environmental Distresses: 100.00%
Area: 6.500 PCILow: 60 Other Distresses: 0 .00%
Selec ti on Criteria: Page 32 MTC StreetSaver
Street Name: ZADELL A VE NU E
Length: 545
Width: 36
Area: 19 .620
Selection Criteria:
Temple City
Section Condition Inventory
PCI:
PCJHigh:
PCI Low:
Street ID: ZADELL Section ID:
73 Load Related Distresses:
73 Environmental Distresses:
73 Other Distresses:
Page :n
13-02
0 .00%
100.00%
0 .00%
Date Printed 10/lll/2006
PMSI028
Inspection Date: 10/1/2005
Samples Surveyed:
MTC Stree tSaver
T emp le City
Section PCI List ing Date P rinted 10118/2006
PMS I030
PCI PCI Pet Pet Pet Notes
Street Na me Street iD Sectio n ID Date P CI High Low Load Env Other Ar!<!! sg. ft.
ACASODRIVE ACASOD 09-03 I0/1/2005 76 76 76 0.00 100.00 0 .00 11.700
AGNES AVENUE AGNESA 05-04 911/2006 69 84 48 62.80 36.49 0.70 95,220 D
AGNES A VENUE AGNES A llA-04 10/1/2005 75 75 75 0 .00 100.00 0.00 10,620
AGNES A VENUE AGNESA I IB-02 1011/2005 74 74 74 0.00 IOO .OO 0.00 49.800
AGNES A VENUE AGNESA I IC-04 1011/2005 74 74 74 0.00 100 .00 0.00 53,640
ALESSANDRO A VENUE ALES SA 05-04 9/29/2005 59 79 45 8 .75 82.50 8.75 96,I20 D
ALESSANDRO A VENUE ALES SA 9A-03 10/1/2005 75 75 75 0 .00 IOO.OO 0.00 57,420
ALESSANDRO A VENUE ALES SA 9B-03 10/112005 75 75 75 0 .00 100.00 0 .00 32,220
ALESSANDRO A VENUE ALES SA 9C-03 I 0/1/2005 75 75 75 0.00 100.00 0.00 12.400
ALESSANDRO A VEN UE A LESS A 9D-04 IO/l/2005 75 75 75 0 .00 100.00 0.00 29,605
ALL. NORTH OF LOWER AZUSA A_N!LO I I -02 I0/13/2006 79 79 79 100.00 0 .00 0 .00 4,200
ROAD
ALL. NORTH OF LOWER AZUSA A_NILO 15-0 1 10113/2006 52 52 52 100.00 0 .00 0.00 11,400
ROAD
ALL. SOUTH OF LOWER AZUSA ROAD A_SILO 09-03 I0/9/2006 61 6I 61 100.00 0.00 0 .00 4,700
ALL. SOUTII OF LOWER AZUSA ROAD AS/LOW I 1-02 10/I3/2006 66 66 66 100.00 0 .00 0 .00 4 ,700
ALLEY EAST OF BALDWIN A VENUE A_EIBA I 3-02 10/13/2006 59 63 56 I OO .OO 0.00 0.00 26,900
ALLEY EAST OF CAMELLIA A VENUE A_EICA 05-04 10113/2006 100 100 100 0.00 0 .00 0.00 9,310
ALLEY EAST OF CAMELLIA A VENUE AEICAM 05-04 9/30/2005 72 72 72 0 .00 100.00 0 .00 9,3IO
ALLEY EAST OF CLOVERLY A VENUE AEICLO 05-04 9/30/2005 56 56 56 0 .00 100.00 0.00 9,310
ALLEY EAST OF CLOVERLY A VENUE ALLEYE 05-04 9/30/2005 72 72 72 0 .00 100 .00 0 .00 9,310
ALLEY EAST OF EL MONTE A VENUE A_EIEL I 7-0l 10/13/2006 78 78 78 63.76 36.24 0.0 0 18,600
ALLEY EAST OF KAUFFMAN A VENUE AEIKAU 05-04 9/30/2005 55 55 55 0 .52 98.96 0.52 9,310
ALLEY EAST OF ROSEMEAD BLVD. A_EIRO 07-03 10/9/2006 100 100 100 0 .00 0.00 0.00 I0,800
ALLEY EAST OF TEMP LE CITY BLVD A_EITE 05-04 10/9/2006 89 89 89 100.00 0.00 0.00 9,310
ALLEY EAST OF TEMPLE CITY BLVD A _EITE 11-02 10113/2006 63 63 63 100.00 0.00 0 .00 8.600
ALLEY EAST OF TEMPLE CITY BLVD AFJTC 05-04 9/30/2005 56 56 56 0 .00 100.00 0 .00 9 ,310
S =Section has ~pecinl inspection unit
D = Diffcn:ncc between high and low PCI > 25
~=Section hns both a special inspection unit nnd dincrencc > 25
Sekction Criteria: Pagt! I MTC St.rce tS avcr
Temple City
Section PCI Listing Date Printed 10/1 H/200 6
PMSlo:\0
PCI PCI Pet Pet Pet Notes
Street Name StreetiD Section ID ~ PCI High Low !.&ru!. ~ Other Area~. ft.
ALLEY NORTH OF DANBURY ALLEYN 17-01 10/6/2005 87 87 87 0.00 100.00 0.00 4 ,300
ALLEY NORTH OF HERMOSA DRIVE ALLEYN 01 -06 9/28/2005 13 13 13 I 0 0 .00 0 .00 0.00 29.000
ALLEY NORTH OF LAS TUNAS DRIVE A _NILA 01-04 9/28/2005 58 58 58 20.63 58.74 20.63 22,610
ALLEY NORTH OF LAS TUNAS DRIVE A_NILA 07-06 10/9/2006 56 56 5 6 86.51 0.00 13 .49 7.7 90
ALLEY NORTH OF LAS TUNAS DRIVE ALLEYN 05-04 9/30/2005 72 72 72 0.00 I 00.00 0.00 35,000
ALLEY SOUTH OF BROADWAY A_S/BR 07-03 10/9/2006 100 100 100 0.00 0.00 0.00 26.400
ALLEY SOUTH OF DAINES ALLEYS 17-01 10/6/2005 38 38 38 100.00 0 .00 0.00 4 ,300
ALLEY SOUTH OF FREER STREET A_S/FR 17-01 10/9/2006 67 67 67 100.00 0.00 0 .00 7,000
ALLEY SOUTH OF LAS TUNAS DRIVE A_SILA 05A-04 9/30/2005 ]()() 100 100 0 .00 0.00 0.00 22,000
ALLEY SOUTH OF LAS TUNAS DRIVE A_SILA 05B-04 9/30/2005 100 100 100 0 .00 0 .00 0.00 12,540
ALLEY SOUTH OF LAS TUNAS DRIVE A_SILA 05C-04 9/30/2005 100 100 100 0 .00 0 .00 0 .00 4,400
ALLEY SOUTH OF LAS TUNAS DRIVE A _SILA 07-06 10/13/2006 56 56 5 6 74.96 17 .00 8 .04 8,075
ALLEY SOUTH OF LAS TUNAS DRIVE AS-LAS 05-04 9/5/20 0 6 53 53 53 5 .99 94.01 0 .00 4 .1HO
ALLEY SOUTH OF LAS TUNAS DRIVE AS/LAS 07-06 10/9/2006 50 50 50 90.42 8 .17 1.4 1 I 1,685
ALLEY SOUTH OF LIVE OAK A VENUE A_SILI 11 -04 10113/2006 100 100 100 0 .00 0 .00 0 .00 1 1,400
ALLEY WEST OF BALDWIN A VENUE A_W/BA 11-04 10/13/2006 100 100 100 0.00 0 .00 0.00 3 ,300
ALLEY WEST OF EL MONTE A_WIEL 15-0 1 IOIJ3/2006 82 82 82 96.02 3.98 0 .00 9,520
ALLEY WEST OF PERSIMMON A_ WIPE 17-01 10/6/2005 87 87 87 0.00 100.00 0 .00 3,600
AVENUE
ALLEY WEST OF TEMPLE CITY BLVD A _W/TE 09-03 10/1 3/2006 75 75 75 100.00 0.00 0 .00 8.900
ALLEY WEST OF TEMPLE CITY BLVD ALLEYW 05-04 9/5/2006 72 72 72 0.00 100.00 0 .00 9.310
ALLEY WEST OF TEMPLE CITY BLVD AW/TC 05-04 9/30/2005 56 56 56 9.97 80.07 9 .97 9.310
ARDEN DRIVE ARDEND 15A-01 10/12/2005 60 60 60 0 .00 100.00 0.00 105,000
ARDEN DRIVE ARDEND 15B-01 10/12/2005 60 60 60 0 .00 100.00 0 .00 49.000
ARDEN DRIVE ARDEND l5C-O I 10/12/2005 60 60 60 0.00 100.00 0.00 8,40 0
ARDEN DRIVE ARDEND 15D-OI 10/12/2005 60 60 6 0 0.00 100 .00 0 .00 10,620
S =Section has speci al inspection un it
D = Difference bt!twel!n high :m d low PCI > 25
"=Section h:1s both a special inspection unit and tlifft:rcn ce > 25
Selection Criteria: Page 2 MTC StrcetSavcr
Temple City
Section PCI L i sting Date Printed 10/18/2006
PM S 1030
PCI PCl Pel Pet Pet Notes
Street Name StreeliD See!jon ID ~ .eg .HWl Low Load Env Other Area sg. ft.
ARDENELAVENUE ARDENE 11-02 10/1/2005 98 98 98 0.00 100.00 0.00 17,850
ARDSLEY DRIVE ARDSLE 09-03 10/4/2005 56 56 56 60.47 39.53 0.00 35,100
ARROWOOD STREET ARROWO 15 -01 10/11/2005 72 72 72 0 .00 100.00 0.00 16,560
ARROWOOD STREET ARROW() 17A-01 10/6/2005 72 72 72 0.00 100.00 0.00 5.850
ARROWOOD STREET ARROWO 17B -01 10/6/2005 99 99 99 0 .00 100.00 0.00 9,::160
AVON AVENUE AVONAV OIA-06 9/27/2005 38 38 38 85 .95 10.50 3 .55 13,770
AVON AVENUE AVONAV OIB-06 9/27/2005 38 38 38 85.92 10.51 3.57 6,750
AVON AVENUE AVONAV OIC-06 9/27/2005 35 38 33 80.47 12 .15 7.38 46,050
BALDWIN A VENUE BALD WI 10-02 10/12/2005 100 100 100 0.00 0.00 0.00 40 1,200
BARELA A VENUE BARELA 03-05 9/28/2005 92 92 92 0.00 100.00 0.00 19,800
BARELA A VENUE BARELA I IA-02 10/1/2005 52 52 52 42.09 57.91 0.00 50,940
BARELA A VENUE BARELA I I B-02 1011/2005 48 48 4 8 41.89 58.1 I 0.00 21,600
BARTLETT A VENUE BARTLE 0 1-06 9/27/2005 57 57 57 0 .00 100.00 0 .00 33,000
BIDWELL STREET BIDWEL 07-06 10/1/2005 87 87 87 0.00 100.00 0.00 13,860
BIRCHLAND PLACE BIRCHL 13-02 1011/2005 58 58 58 53.66 46.34 0.00 37,500
BISBY STREET BISBYS 09-03 9/4/2005 72 72 72 0 .00 100.00 0.00 21,600
BLACKLEY STREET BLACKL 09-03 10/1/2005 72 72 72 0.00 100 .00 0 .00 99,720
BLACKLEY STREET BL ACKL I 1-02 10/1/2005 82 82 82 0.00 100.00 0 .00 41.760
BLACKLEY STREET BLACKL 17-01 IOn/2005 100 100 100 0.00 0 .00 0.00 7,800
BOGUE STREET BOGUE 15A-OI 10/11 /2005 77 77 77 0.00 100.00 0.00 16.380
BOGUE STREET BOGUE 15B -OI 10/1 1/2005 77 77 77 0.00 100.00 0 .00 9,940
BOGUE STREET BOGUES I 1-04 101112005 36 36 36 66.07 33 .93 0.00 30,600
BOGUE STREET BOGUES 1::1-02 1011/2005 76 76 76 0.00 100.00 0.00 47,160
BROADWAY BROADW 07A-03 9/4/2005 100 100 100 0.00 0 .00 0.00 1.378
BROADWAY BROADW 07B-03 9/4/2005 100 100 100 0.00 0.00 0.00 44,160
BROADWAY BROADW 07C-03 9/4/2005 100 100 100 0.00 0.00 0.00 68 ,600
S = Section lms spt.-cinl inspection unit
D = DiiTcrcncc between high and low PCI > 25
*=Section has both n special inspection unit nnd difference> 25
Selection Criteria: Page 3 MTC StreetSav er
Temple City
Section PCI Listing Date Printed 10/I H/2 006
PMS I 030
PCI PCI Pet Pet Pet Notes
Street Name Street ID Section ID Date PCI H!e.l! Low Load Env Other Area sg . ft.
BROADWAY BROADW 09-04 6/2/2006 85 86 83 52.35 28.20 19.45 102,000
BROADWAY BROADW IIA-04 10/1/2005 79 79 79 0 .00 100.00 0 .00 46,600
BROADWAY BROADW IIB-04 10/l/2005 79 79 79 0.00 100 .00 0.00 53,460
BURGHARDT ROAD BURGHA 01-06 9/27/2005 83 83 83 0.00 100.00 0.00 19,260
BURTON A VENUE BURTON 01-06 9/27/2005 68 72 60 0.00 100.00 0 .00 86,700
BUITONS A VENUE BUTTON 09-03 10/1 /2005 61 61 61 0 .00 100.00 0 .00 10.080
CALLITA STREET CALL IT 03-05 10/9/2006 64 81 48 94.08 3 .55 2 .38 34,380 D
CAMBURY A VENUE CAM BUR 1 1-2.4 101112005 73 73 73 0.00 100.00 0 .0 0 31,050
CAMELLIA A VENUE CAMELL 05-4,5 9/30/2005 60 68 56 3.52 92.96 3.52 129,060
CAMELLIA A VENUE CAM ELL IIA-02 10/1/2005 63 63 63 7 1.46 28.54 0 .00 75,450
CAMELLIA A VENUE CAMELL 11B-02 10/1 /2005 63 63 6 3 71.46 28 .54 0 .00 11,960
CAMINO REAL CAMINO 03A-05 10/9/2006 90 90 90 0 .00 100.00 0.0 0 13.430
CAMINO REAL CAMINO 03B -05 10/16/2006 91 91 91 0 .00 100.00 0 .00 35 ,1 50
CLOVERLY A VENUE CLOVER OSA-04 912912005 53 71 36 40.93 50.11 8.96 131 ,94 0 D
CLOVERLY AVENUE CLOVER 05B-05 9/30/2005 80 80 80 0.00 100.00 0.00 9.600
CLOVERLY A VENUE CLOVER 09A-03 10/4/2005 71 71 71 3 .52 92 .96 3.52 17,640
CLOVERLY A VENUE CLOVER 09B-03 10/4/2005 71 71 71 3.51 92 .97 3.51 73.440
CLOVERLY A VENUE CLOVER 09C-03 10/4/2005 71 71 71 3 .48 93 .04 3.48 11.210
CLOVERLY A VENUE CLOVER 09D-03 10/4/2005 71 71 7 1 3.51 92 .97 3.51 38,520
CLOVERLY A VENUE CLOVER 09E-03 10/4/2005 71 71 71 3.52 92 .95 3.52 38.200
CLOVERLY A VENUE CLOVER 09F-04 10/4/2005 71 71 71 3.51 92.98 3 .51 17,100
CLOVERLY A VENUE CLOVER 09G-03 10/412005 71 71 7 1 3.47 93.06 3.47 18,240
CRAIGLEE STREET CRAIGL 03A-05 9/28/2005 62 62 62 0.00 100.00 0.00 15,900
CRAIGLEE STREET CRAIGL 03B-05 9/28/2005 62 62 62 0 .00 100.00 0 .00 4.050
CRAIGLEE STREET CRAIGL 03C-05 9/28/2005 62 62 62 0 .00 100.00 0 .00 2,475
CRAIGLEE STREET CRAIGL 03D-05 9/28/2005 76 76 76 0 .00 100.00 0 .00 5.400
S =Sectio n hns Spt.'<-'iDI ins pection unit
0 = Diffen:ncc between high and low PCI > 25
., =Section ha~ both u special in~pection unit and difl~rencc > 25
Selection Crite ria : Page 4 MTC S treeiSavcr
Temple City
S ection PCI Lis ting Date Printed 10/18/2006
PMS1 030
PCI PCI Pet Pet Pet Notes
Street Name Street ID Section ID Date PCI Hig h Low Load Env Other Area sg,rt.
DAINES DRIVE DAINES 09A-03 10/1/2005 73 73 73 0.00 100 .00 0.00 40,600
DAINES DRIVE DAINES 09B-02 10/1/2005 79 79 79 0.00 100.00 0.00 8,250
DAINES DRIVE DAI NES 1 1-02 10/1/2005 93 93 93 0.00 I 00.00 0.00 47.550
DAINES DRIVE DAINES 13A-02 10/1/2005 100 100 100 0.00 0.00 0.00 59.400
DAINES DRIVE DAINES l3B-02 10/112005 100 100 100 0.00 0 .00 0.00 12,350
DAINES DRIVE DAINES 15A-OI 10/1 1/2005 100 100 100 0.00 0 .00 0.00 9 ,120
DAINES DRIVE DAINES 15B -01 10/I/2005 100 100 100 0.00 0 .00 0 .00 68.400
DAINES DRIVE DAINES 17-01 10/6/2005 81 85 77 36.14 27.72 36.14 85,536
DALEVIEW A VENUE DALE VI 17-01 10/6/2005 78 78 78 0.00 100.00 0.00 45.000
DANBURY STREET DANBUR 15-01 10/11/2005 75 75 75 0.00 100.00 0 .00 13,500
DANBURY STREET DANBUR 17A-OI 10/6/2005 97 97 97 0 .00 100.00 0.00 12,900
DANBURY STREET DAN BUR 17B -OI 10/13/2006 96 96 96 0.00 100.00 0.00 7,540
DANESWOOD DRIVE DANESW 17-01 tonnoo5 100 100 100 0.00 0.00 0 .00 7,800
DEGAS A VENUE DEGAS A 13A-02 10/1/2005 52 52 52 40.97 18 .06 40.97 12,600
DEGAS A VENUE DEGASA 1:m-o2 1011/2005 52 52 52 40.95 18 .11 40.95 11 ,050
DOREEN A VENUE DOREEN 15-01 10111/2005 72 72 72 0.00 100.00 0 .00 89.280
DUFFY STREET DUFFYS 07-06 10/1/2005 82 82 82 0.00 100.00 0 .00 I 1,880
DUFFY STREET DUFFYS 11-04 10/1/2005 73 73 73 0.00 100.00 0.00 25,050
EL MONTE A VENUE ELMONT 12-01 10/12/2005 72 72 72 0.00 100.00 0.00 253 ,680
ELLIS LANE ELLISL 1 1-02 10/1312006 92 93 91 22.50 55.00 22.50 38.000
ELM AVENUE E LMAVE 01-06 10/9/2006 100 100 100 0.00 0.00 0.00 22,350
EMPEROR A VENUE EMPERO 03A-05 9/28/2005 100 100 100 0.00 0.00 0.00 3,900
EMPEROR A VENUE EMPERO 03B-05 9/28/2005 80 80 80 0.00 100.00 0 .00 52,500
EMPEROR A VENUE EMPERO 03C-05 9/28/2005 100 100 100 0 .00 0.00 0.00 11 ,850
ENCIN ITA A VENUE ENCINf 03A-05 11 /5/2005 44 44 44 100.00 0.0 0 0 .00 17,000
ENCINITA A VENUE ENCINI 03B-05 9/28/2005 54 54 54 100.00 0.00 0.00 15 ,1 20
S = Sc:ction has special insp:ction unit
D =Difference between high and low PCI > 25
"' = Section hns both a spccinl inspection unit and difference > 2.'i
Selection Criteria: Page 5 MTC StreetSaver
Temple City
Section PCI Listing Date Printed I Of 18/2 006
PMSI030
PCI PC! Pet Pet Pet Notes
Street Name St~etJD Section ID Date PCI High Low Load Env Other Area sg. ft.
ENCINITA AVENUE ENCINI OSA-04 10/3/2005 65 65 65 40.83 53 .39 5.78 53.800
ENCINITA AVENUE ENCINI 05C-05 10/3/2005 67 67 67 43.03 50.88 6 .09 18 ,240
ENCINIT A A VENUE ENCINI 07-3,4 10/3/2005 68 79 58 56.19 31.89 11.92 196 ,640
ENCINITA A VENUE ENCINI SB-4,5 10/3/2005 67 67 67 43.06 50.84 6.10 81,900
ESTRELLA A VENUE ESTREL 03 -05 9/28/2005 89 89 89 0 .00 100.00 0 .00 10,500
FAIRHALL STREET FAIRHA 15-01 10/1112005 72 72 72 0.00 100.00 0 .00 18,070
FAIRVIEW A VENUE FAIR VI 17A-01 10/13/2006 79 79 79 100.00 0.00 0 .00 5,250
FAIRVIEW AVENUE FAIR VI 17B-OI 10/1312006 71 71 71 85 .5 1 14.49 0 .00 7.840
FARAGO AVENUE FARAGO 17A-OI 10/6/2005 72 72 72 12 .86 74.27 12 .86 45,000
FARAGO A VENUE FARAGO 17B-OI 10/6/2005 72 72 72 12.85 74.29 12.85 9,490
FIESTA A VENUE FIESTA 09-03 10/4/2005 75 79 72 0.00 100.00 0 .00 69,120
FLAHERTY STREET FLAHER 05A-05 9/30/2005 72 72 72 0 .00 100.00 0.00 9,750
FLAHERTY STREET FLAHER 05B-05 9/30/2005 85 85 85 0 .00 100 .00 0 .00 17,250
FLAHERTY STREET FLAHER 05C-05 9/30/2005 74 74 74 21.38 57.24 21.38 2 8,80 0
FORTSON DRIVE FORTSO 03-05 9/28/2005 76 76 76 0 .00 100.00 0.00 14 ,250
FRATUS DRIVE FRATUS 09A-03 10/112005 91 91 91 0.00 100.00 0 .00 97,920
FRATUS DRIVE FRATUS 09B-03 1011/2005 90 90 90 0.00 100.00 0 .00 22,320
FREER STREET FREERS 13-01 6/2/2006 56 56 56 0 .00 \00.00 0 .00 9 ,540
FREER STREET FREERS 15A-01 \0/11/2005 76 76 76 69.04 30.96 0 .00 11 ,220
FREER STREET FREERS ISB-01 lOll 112005 76 76 76 69.04 30.96 0 .00 46,080
FREER STREET FREERS ISC-01 1011 1/2005 76 76 76 69.08 30.92 0 .00 19,000
FREER STREET FREERS 17A-01 \0/6/2005 89 89 89 0 .00 100.00 0 .00 38,736
FREER STREET FREERS 17B-OI 10/612005 89 89 89 0.00 100.00 0 .00 12,920
FREER STREET FREERS 17C-OI 10/6/2005 89 89 89 0.00 100.00 0.00 17,820
FREER STREET FREERS 170-01 10/6/2005 89 89 89 0 .00 100.00 0 .00 1 1,700
GARIBALDI A VENUE GARIBA 01 -06 9/27/2005 84 91 65 65.94 34.06 0 .00 140,580 0
S =Section has special inspection unit
D = Diffcn:ncc between high :md low PCI > 2:'i
~ =Section hns both n SpL"C inl inspection unit nnd diffcn:ncc > 2:'i
Selection Crite ria : Page 6 MTC StreetSaver
Temple City
Section PCI Listing Date Printed I 0/18/2006
PMSI030
PCI PCI Pet Pet Pet Notes
Street Name StreetiD Section ID Date PCI High Low Lnad Env Other Area sq. ft.
GARIBALDI A VENUE GARI8A 05-05 9/30/2005 84 95 74 21 .62 56.75 21.62 158 ,760
GIDLEY STREET GIDLEY 09A -03 9/4/2005 100 100 100 0.00 0.00 0.00 18.450
GIDLEY STREET GIDLEY 09B-03 9/4/2005 32 32 32 100 .00 0.00 0.00 20,520
GLICKMAN A VENUE GLICKM 13A-02 10/1/2005 67 67 67 37 .26 62.74 0 .00 57,240
GLICKMAN A VENUE GLICKM 13B -02 10/112005 66 66 66 37.21 62.79 0.00 17 ,600
GLICKMAN A VENUE GLICKM 13C-02 1011/2005 66 66 66 37 .17 62.83 0 .00 19,570
GLICKMAN A VENUE GLICKM 13D -02 10/1/2005 66 66 66 37.18 62 .82 0 .00 16350
GOLDEN WEST A VENUE GOLDEN 03-05 10/1/2005 98 98 98 0.00 100 .00 0.00 52.000
GOLDEN WEST A VENUE GOLDEN 05 -4 ,5 10/1/2005 80 98 58 57.61 42.39 0.00 142,200 D
GOLDEN WEST A VENUE GOLDEN 11 A2,4 1011/2005 82 82 82 6.78 93.22 0 .00 201,000
GOLDEN WEST A VENUE GOLDEN 11B -02 10/1/2005 82 82 82 6.51 93.49 0.00 21 ,600
GOLDEN WEST A VENUE GOLDEN 11C2,4 10/1/2005 82 82 82 7.11 92.89 0.00 4 4,270
GOLDEN WEST A VENUE GOLDEN 110-02 1011/2005 82 82 82 6.59 93.41 0 .00 26.250
GOLDEN WEST A VENUE GOLDEN IIE-02 10/1/2005 82 82 82 6 .77 93.23 0 .00 24.000
GOLDEN WEST A VENUE GOLDEN 11F2,4 10/1/2005 82 82 82 6.53 93.47 0 .00 48.420
GRACEWOOD A VENUE GRACEW 13A-02 911/2006 100 100 100 0.00 0 .00 0 .00 25,400
GRACEWOOD A VENUE GRACEW 13B-02 101112005 52 52 52 72.05 20.93 7.02 7,650
GRACEWOOD A VENUE GRACEW 13C-02 10/l/2005 52 52 52 71 .69 21.10 7 .21 13,580
GRAND AVENUE GRANDA 17A-01 10/6/2005 69 69 69 69.67 30.33 0.00 73,760
GRAND A VENUE GRANDA 17B-01 10/6/2005 69 69 69 69.67 30.33 0 .00 19 .950
GREEN STREET GREENS 13A-02 10/1/2005 100 100 100 0.00 0 .00 0 .00 37,620
GREEN STREET GREENS 138-02 10/1/2005 100 100 100 0 .00 0.00 0.00 12 ,600
HALDEMAN STREET HALDEM 01-06 9/27/2005 72 72 72 0 .00 100 .00 0 .00 8.060
HALIFAX ROAD HALIFA 15A-01 10/1/2005 87 87 87 0 .00 100.00 0 .00 89,100
HALIFAX ROAD HAL IFA 158-01 1011/2005 86 86 86 0 .00 100 .00 0 .00 24,000
HALIFAX ROAD HALIF A 15C-OI 10/1/2005 86 86 86 0 .00 100.00 0.00 69,840
S =Section has special inspection unit
D"' Dirfercncc between high and low PCI > 25
" "'Section has both a spcci nl inspection unit and difference > 25
Selec tion Criteri a: Page 7 MTC St reetSaver
Temple City
Section PCI Listing Date Printed I 0/ 18/2006
PMSI030
PCl PCI Pet Pet Pet Notes
Street Name StreetJD Section ID Date PCI High Low Load Env Other Area sg. ft.
HALLOWELL A VENUE HALLOW 15A-01 10/1/2005 39 39 39 62.97 37 .03 0.00 37,440
HALLOWELL A VENUE HALLOW 15B -01 10/1/2005 51 51 51 70.17 29 .83 0.00 18.870
HALLOWELL A VENUE HALLOW 15C -Ol 1011/2005 51 5 [ 51 70.14 29 .86 0.00 53,800
HALL WOOD DRIVE HALLWO I 1-02 1011/2005 74 74 74 0 .00 100.00 0.00 19 ,800
HALLWOOD DRIVE HALLWO 13-02 10/13/2006 85 85 85 100.00 0.00 0.00 8,100
HALL WOOD DRIVE HALLWO 15-02 10/1 1/2005 72 72 72 0 .00 100 .00 0.00 18 ,070
HARKER A VENUE HARKER 07-06 10/1/2005 58 58 58 0 .00 100 .00 0.00 24 ,840
HART AVENUE HARTAV 01-06 9/28/2005 85 100 74 47.25 43 .00 9.75 96,000 D
HECLA STREET HECLAS 09-03 10/1/2005 98 98 98 0 .00 100.00 0.00 4,420
HELEO A VENUE HELEOA 09A-03 10/4/2005 73 74 72 2.35 95.31 2.35 57,420
HELEO A VENUE HELEOA 09B-04 10/112005 72 88 56 0.00 I 00.00 0.00 15 .080 D
HERMOSA DRIVE HERMOS 01-06 9/2812005 71 100 27 75.87 21.48 2 .65 161 .800 D
HILTON AVENUE HILTON 09A-03 101112005 66 66 66 0.00 100.(Xl 0 .00 16,380
HILTON A VENUE HILTON 09B-03 10/1/2005 66 66 66 0.00 100.00 0.00 6 ,890
HILTON A VENUE HILTON 09C-04 10/112005 57 57 57 0.00 100 .00 0.00 9,800
HOWLAND DRIVE HOWLAN I 1-02 10/1/2005 81 81 81 0.00 100.00 0 .00 53 ,100
IVARAVENUE IVARAV 01-06 9/27/2005 64 78 57 0.00 100 .00 0.00 79 .050
JA YLEE DRIVE JAYLEE 03-05 9/28/2005 80 80 80 0.00 lO<l.CXl 0.00 15 .750
KAUFFMAN A VENUE KAUFFM I 1-02 10/1/2005 89 92 86 0.00 100 .00 0 .00 98 ,280
KAUFFMAN A VENUE KAUFFM 5A-4 ,5 9/23/2005 19 19 19 77.64 13.42 8.93 133 .020
KAUFFMAN AVENUE KAUFFM SB-05 9/23/2005 20 20 20 78.44 12 .62 8.94 10.260
KENNERLY STREET KENNER 09-03 1011/2005 84 87 80 0.00 100 .00 0.00 62,400
KEY WEST STREET KEYWES 09-03 10/1/2005 79 79 79 0.00 100.00 0.00 14,100
KEY WEST STREET KEYWES 11-02 10/1/2005 73 73 73 0 .00 100.00 0 .00 19,800
KEY WEST STREET KEYWES 15A-OI 10111/2005 82 82 82 58.63 41.37 0.00 15 ,012
KEY WEST STREET KEYWES 15B -01 10/1112005 81 81 81 58.46 41 .54 0.00 18 ,000
S = Si!<:tion ha s special inspecti on unit
D = Difference between high and low PCI > 25
"' = Section has both a spednl inspection unit and diff~rcn cc > 25
Selection Criteria: Page 8 MTC StrcctSavcr
T emple City
Section PCI Listin g Date Prin ted I 0/18/2006
PM SI030
P CI PCI Pet Pet Pet Notes
Street Name Street ID Section ID Date fQ Higb Low Load Env Other Area sg. rt.
KEY WEST STREET KEYWES 15C-OI 10/11/2005 81 81 81 58 .35 41 .65 0.00 27,930
KEY WEST STREET KEYWES 15D-O I 10/11/2005 81 81 81 58.4 1 41.59 0.00 4,800
LA ROSA DRI VE LAROSA 07-03 10/3/2005 72 72 72 0.00 100.00 0.00 14,000
LA ROSA DRIVE LAROSA 09-03 10/4/2005 76 8 1 72 12.42 75 .16 12.42 95.040
LA ROSA DRIVE LAROSA I IA-02 10/1/2005 46 46 46 92.40 7.60 0 .00 4 1,760
LA ROSA DRIVE LAROSA I IB-02 10/1/2005 46 46 46 92.44 7 .56 0 .00 27,900
LA ROSA DRIVE LAROSA 11C-02 10/1/2005 46 46 46 92.41 7.59 0 .00 9,600
LA ROSA DRIVE LAR OSA 11D-02 1011/2005 46 46 46 92.44 7.56 0 .00 7.050
LA ROSA DRIVE LA ROS A 13A-02 1011/2005 78 78 78 0 .00 100.00 0.00 26,600
LA ROSA DRIVE LA ROS A 13B-02 10/1/2005 78 78 7H 0.00 100 .00 0.00 25,080
LA ROS A DRIVE LAROSA 13C-02 1011/2005 79 79 79 0.00 100.00 0.00 25 ,80 0
LA ROSA DR IVE LAROSA 15-0 1 10/1112005 80 80 80 10.05 79 .90 10.05 26 .712
LA ROSA DRIVE LAROSA 17-01 10/13/2006 76 76 76 94 .64 5.36 0.00 9,36 0
LANDSEER STREET LANDSE 13-02 1011/2005 81 81 81 0.00 100.00 0.00 15 .810
LAS TUNAS DRIVE LAS TUN 02A-06 10/12/2005 99 100 100 0.00 0 .00 0.00 28 ,800
LAS TUNAS DRIVE LAS TUN 02B-06 10/12/2005 99 100 100 0.00 0 .00 0.00 174.130
LAS TUNAS DRIVE L A STUN 02E-04 10/1 2/2005 99 100 100 0.00 0 .00 0.00 75,250
LAS TUNAS DRIVE LA STUN 2C-4,6 10/12/2005 99 tOO 100 0.00 0.00 0.00 174,300
LAS TUNAS DRIVE LA STUN 2D-04 10/12/2005 99 100 100 0 .00 0.00 0.00 167.200
LEMON A VENUE LEMON 03A-05 9/28/2005 24 24 24 61.70 10.15 28 .15 128.880
LEMON A VENUE LEMON 03B-05 9/28/2005 26 26 26 60.71 9.96 29 .34 52,800
LEMON A VENUE LEMON 03C-05 9/28/2005 21 21 21 57 .45 9.79 32.76 7 1,280
LESLIE DRIVE LESLIE 01 -06 9/27/2005 84 84 84 4.34 91 .33 4 .34 9.010
LIVE OAK A VENUE LIVEOA 04A-04 10/1 2/2005 68 72 56 0.00 100.00 0.00 191,710
LIVE OAK A VENUE LIVEOA 4B-02 10112/2005 100 100 100 0.00 0.00 0 .00 34,200
LIVE OAK A VENUE LI VEOA 4C-02 10/12/2005 100 100 100 0.00 0 .00 0.00 20,160
S =Section has special inspection unit
D = DiiTercncc bl!tw\.'Cn high and low PCI > 25
~ =Section has both n special inspection unit and difference> 25
Selec tion Criteria : Page 9 MTC StrcctSavcr
Temple City
S ection PCI Listing Date Printed I 0/18/2006
PMSI!nO
PCI PCI Pet Pet Pet Notes
Street Name StreetiD SectioniD Date PCI Hiih Low Load Env Other Area sg. ft.
LIVE OAK A VENUE LIVEOA 4D-1,2 10/1212005 100 100 100 0 .00 0 .00 0.00 76.800
LIVIA A VENUE LIVIAA 03-05 9/28/2005 72 72 72 0.00 100.00 0.00 50,580
LOMAAVENUE LOMAAV 01-06 9/28/2005 86 92 82 10.72 89.28 0 .00 89,550
LOMAAVENUE LOMAAV 03-05 11/5/2005 78 78 78 0 .00 100.00 0.00 26,100
LOMAAVENUE LOMAAV 07-3.6 10/l/2005 81 86 74 0 .00 100 .00 0.00 95 ,940
LONGDEN A VENUE LONGDE OlB-05 9/27/2005 66 66 66 48.28 51.72 0 .00 2 8,280
LONGDEN A VENUE LONGDE 05A-05 10/3/2005 85 85 85 83 .44 12.93 3 .62 19,800
LONGDEN A VENUE LONGDE 05B-05 10/3 /2005 86 86 86 83 .71 12 .61 3 .68 47.520
LONGDEN A VENUE LONGDE 05C-05 10/3/2005 86 86 86 83.65 12.79 3 .55 19,800
LONGDEN A VENUE LONG DE 05D-05 10/312005 86 86 86 83 .69 12 .63 3.68 7.200
LONGDEN A VENUE LONG DE 05E-05 10/3/2005 86 86 86 83 .67 12.77 3 .56 13 ,800
LONGD EN A VENUE LONGDE 05F-05 10/3/2005 86 86 86 83.69 12 .74 3.57 26.400
LONGDEN A VENUE LONGDE IA-5 ,6 9/2712005 66 66 66 48.34 51.66 0 .00 86,652
LORA STREET LORAST 15-01 1211212005 75 75 75 0 .00 100.00 0 .00 16,560
LORA STREET LORAST 17-01 10/1312006 73 73 73 100.00 0.00 0.00 9.360
LOWER AZUSA ROAD LOWER 06A-03 1011212005 99 100 100 0.00 0 .00 0 .00 30,316
LOWER AZUSA ROAD LOWER 06C-02 10/1212005 99 100 100 0 .00 0.00 0.00 7.006
LOWER AZUSA ROAD LOWER 6B-2,3 10/12/2005 100 100 100 0 .00 0.00 0 .00 264 ,320
LOWER AZUSA ROAD LOWER 6D-1,2 10112/2005 100 100 100 0 .00 0.00 0 .00 206,912
L YNROSE STREET LYNROS 13-02 10/1/2005 87 87 87 0.00 100 .00 0 .00 30.150
LYNROSESTREET LYNROS 15-01 10/1112005 72 72 72 0 .00 100 .00 0 .00 14 ,300
L YNROSE STREET LYNROS 17-0 1 10n12005 72 72 72 0.00 100.00 0.00 11 ,620
McCLINTOCK A VENUE MCCLIN 17-01 10/6/2005 88 93 83 28 .99 42.01 28.99 61.950
McCULLOCH AVENUE MCCULL 17A-OI IOn/2005 78 78 78 14.27 71.47 14.27 43,020
McCULLOCH A VENUE MCCULL 17B-01 IOn/2005 78 78 78 14.20 71.60 14.20 12 ,600
McCULLOCH A VENUE MCCULL 17C-OI I On/2005 78 78 7 8 14.28 71.43 14.28 17.100
S = St:c tion has s pecial in~pcction unit
D =Difference bt:twccn high nnd low PCJ > 25
• =Section hns both a ~!l(dn l ins!l(Ction unit and difference> 25
Selection Criteria: Page 10 MTC StrcctSavcr
Temple City
Section PCI Listing Date Printed I 0/18/2006
PMS1030
PCI PCI Pet P et Pet Notes
Street Name StreetiD Section ID Date PCI Hig h Low Load Env Other Areasg. ft.
McCULLOCH A VENUE MCCULL 170-01 10nt2oo5 78 78 78 14.24 71.5 I 14 .24 4,400
M ILLER DRIVE MILLER 09-03 10/4/2005 84 84 84 0.00 100.00 0.00 7,200
MILOANN STREET M ILO AN I 1-02 10/1/2005 86 86 86 78.57 21.43 0.00 59.200
Ml LOANN STREET MILO AN 15-01 10/13/2006 67 67 67 100.00 0.00 0.00 12,600
MILOANN STREET MILO AN 17-01 10/13/2006 77 77 77 99.1 I 0.89 0.00 9,360
MUSCA TEL A VENUE MUSCAT 01-06 9/27/2005 64 96 43 55.64 40.12 4 .24 153,000 D
MYDAAVENUE MYDAAV 01-06 9/28/2005 94 94 94 84.29 15.71 0.00 14,700
NADINE STREET NADINE 09-02 10/1/2005 74 74 74 0.00 100.00 0.00 18,600
NADINE STREET N ADINE IIA-02 1011/2005 88 88 88 0 .00 100.00 0 .00 40.820
NADINE STREET NADINE llB-02 10/1/2005 87 87 87 0 .00 100.00 0 .00 26.550
NADINE STREET NADINE 13-02 1011/2005 25 25 25 100.00 0 .00 0.00 40,350
NOEL DRIVE NOELDR 7A-3,6 1011/2005 HI 81 8 1 0 .00 100.00 0.00 34,200
NOEL DRIVE NOELDR 7B-3,6 101112005 84 84 84 0.00 100.00 0.00 56,600
OAK AVENUE OAKAV 03-05 9/28/2005 83 88 80 27.83 72 .17 0.00 104.000
OAK AVENUE OAKAV 5A-04 10/24/2005 82 82 82 0.00 100.00 0.00 96,120
OAK AVENUE OAKAV 5B-05 9/29/2005 18 18 18 79.92 20.08 0.00 104,000
OLEMA STREET OLEMAS 03A-05 9/28/2005 56 56 56 0 .00 100.00 0.00 27.180
OLEMA STREET OLEMAS 03B-05 9/28/2005 79 79 79 0.00 100.00 0.00 6,600
OLEMA STREET OLEMAS 03C-05 9/28/2005 79 79 79 0.00 100.00 0.00 32,400
OLIVE STREET OLIVES 07A-03 9/4/2005 100 100 100 0.00 0.00 0.00 64,080
OLIVE STREET OLIVES 07B-03 9/4/2005 100 100 100 0.00 0.00 0.00 29,800
OLIVE STREET OLIVES O?C-03 9/4/2005 100 100 100 0.00 0.00 0.00 13,680
OLIVE STREET OLIVES 09-03 9/4/2005 100 100 100 0 .00 0.00 0.00 108,000
O LIVE STREET OLIVES 1 1-02 10/1/2005 100 100 100 0.00 0 .00 0.00 105,600
OLIVE STREET OLIVES 13-02 10/11/2005 100 100 100 0 .00 0 .00 0.00 79,600
OLIVE STREET OLIVES 15-1.2 10/11/2005 100 100 100 0.00 0.00 0.00 91.200
S =Section h.ls spcci :tl inspcction unit
D = Difference between high and low PCI > 2:'\ "' = SL'Ction has both a s pcc:ial inspt:ction unitnnd diffcrcnt-c > 25
Selection Criteria: Page II MTC StrectSavcr
T emple City
S ection PCI L istin g Date Printed 10/1 8/2006
PMS\030
PCI P CI Pet Pet Pet Notes
Street Name St reet JD Section ID Date PCI High Low Loud Env Other Areasg. rt.
PAL MALL -L. AZUSA TO FREER PAL_MA 15A-OI 10/1112005 61 61 61 71.49 25.63 2.88 97.020
PAL MALL-L. AZUSA TO FREER PAL_MA 15C-O J 10/1112005 61 61 61 71.49 25 .63 2.88 48.420
PAL MALL-FREER TO LIVE OAK PAL_MA 15B-OI 10111/2005 6 1 6 1 61 71.47 25.60 2 .9 3 41 ,600
PARMERTON AVENUE PARMER 17-01 tonnoos 100 100 100 0.00 0.00 0 .00 28,050
PEN1LAND STREET PENTLA 07-03 10/1/2005 72 72 72 0 .00 100.00 0 .00 6.900
PENTLAND STREET PENTLA 09-03 10/4/2005 73 74 72 0 .00 100.00 0 .00 101 ,700
PERSIMMON A VENUE PERSIM 17A-01 10/6/2005 80 80 80 0.00 100.00 0 .00 31 ,200
PERSIMMON A VENUE PERSIM 17B-01 10/6/2005 80 80 80 0 .00 100.00 0.00 88,020
PER SIMMON A VENUE PERSIM 17C-OI 10/6/2005 80 80 80 0 .00 100 .00 0.00 35 ,100
PRIMROSE A VENUE PRI MRO 03 -05 9/30/2005 72 72 72 0 .00 100.00 0.00 9 ,000
PRIMROSE A VENUE PRIMRO 5A-4,5 9/30/2005 55 72 41 46.94 5 1.40 1.65 112 ,500 D
PRIMROSE A VENUE PRIMRO 5B-05 9/30/2005 70 70 70 0 .00 100.00 0 .00 27,000
RANCHO REAL ROAD RANCHO 07-03 10/4/2005 67 68 67 19 .69 60.63 19 .69 52,200
RANDWICK DRIVE RAND WI 13A-02 9/2/2006 75 75 75 0.00 100.00 0.00 19,620
RANDWICK DRIVE RAND WI 13B -02 101112005 82 82 82 0 .00 100.00 0.00 17,920
RENO AVENUE RENOAV 01-06 9/27/2005 100 100 100 0.00 0.00 0 .00 94,350
RIO HONDO A VENUE RTOHON 05-04 9/29/2005 53 53 53 2.71 94.58 2.71 25 ,200
RIO HONDO A VENUE RI OHON 09-03 10/l /2005 78 79 78 0.00 100.00 0 .00 57,420
ROBINHOOD A VENUE ROBINH 13A-02 10/1/2005 84 84 84 0.00 100 .00 0 .00 34.050
ROBINHOOD A VENUE ROBINH 13B-02 10/1/2005 84 84 84 0 .00 100.00 0.00 10,140
ROBINHOOD A VENUE ROBINH 13C-02 10/1/2005 84 84 84 0 .00 100.00 0.00 32,250
ROCCUSLANE ROCCUS 01 -06 9/27/2005 61 61 61 0 .00 100.00 0 .00 8,400
ROSEGLEN STREET ROSEGL 09-03 10/13/2006 100 100 100 0 .00 0.00 0.00 10.530
ROSEGLEN STREET ROSEGL 15-01 1011112005 72 72 72 0 .00 100.00 0 .00 18,070
ROSEV ALE DRIVE ROSEVA 13-02 10/1/2005 93 93 93 0 .00 100 .00 0.00 8.280
ROWLAND A VENUE ROW LAN 05-04 9/29/20 05 75 83 72 0.00 100.00 0 .00 105 .120
S =Section has special i n~lJCclion un it
D = Diffcn:nL'C between high and low PCI > 25
"' =Section hns both n special inspection unit and diffcn:nL'e > 25
Selectio n C ritctin: P age 12 MTC StreetSavt:r
T emple City
Section PCI Listing Date Printed I 0/ I 8/2006
PMSI030
PCI PCI Pet Pet Pet Notes
Street Name StreetiD Sectio n ID !2llk PCI Hig h Low 1!w! Env Other Areasg.ft.
ROWLAND AVENUE ROWLAN 05-05 9/30/2005 80 80 80 69.03 30.97 0 .00 10,800
RYLAND AVENUE R Y LAND 13A-02 1011/2005 74 74 74 0 .00 84.55 15.45 46,800
RYLAND A VENUE RYLAND 13B -02 1011/2005 72 73 73 0.00 84.54 15.46 11 ,8 90
RYLAND A VENUE RYLAND 13C-02 10/1/2005 74 74 74 0.00 84.59 15.41 24.000
SAINT JAMES DRIVE STJAME 05 -05 9/30/2005 56 56 56 0 .00 100.00 0 .00 9,180
SALTER A VENUE SALTER 03-05 9128/2005 9 1 91 9 1 0 .00 100.00 0.00 12,740
SANTA ANlT A A VENUE SANTA A 14-01 10/12/2005 100 100 100 0 .00 0 .00 0 .00 3 12,400
SERENO DRIVE SERENO 07-03 10/1/2005 lH 8 8 78 0.00 100.00 0 .00 126.600
S PARKLETI STREET SPARKL 09A-03 10/1/2005 73 73 7 3 0 .00 100.00 0.00 2 1.000
SPARKLETT STREET SPARKL 0 9B-03 10/4/2005 72 72 72 0 .00 100.00 0 .00 8 ,700
SPAR KLETT STREET SPARKL 11-02 10/1/2005 95 95 95 0 .00 100.00 0 .00 23,700
SPARKLETT STREET SPARKL 15-01 1011112 005 72 72 72 0 .00 100.00 0 .00 18 ,070
SULTANA A VENUE SULTAN 01-06 9/28/2005 76 H7 71 0.98 99.02 0 .00 104,700
SULTANA AVENUE SULTAN 03-05 9/28/2005 26 26 26 100.00 0 .00 0 .00 3H .700
SULTANA A VENUE SULTAN 7A-03 10/3/2005 78 78 7 8 0 .00 100.00 0 .00 44.800
SULTAN A A VENUE SULTAN 7B-03 1013/2005 78 78 78 0 .00 100.00 0 .00 32 .100
SULTAN A A VENUE SULTAN 7C-3,6 1013/2005 79 79 79 0 .00 100.00 0.00 10.800
SULTANA A VENUE SULTAN ?D-06 10/3/2005 78 7H 78 0.00 I 00.00 0.00 9,9 00
TEMPLE CITY BOULEY ARD TEMPLE 8A-4 ,5 6/1/2006 86 90 82 36.21 27.57 36.21 423 ,6 80
TEMPLE CITY BOULEY ARD TEMPLE 8B-04 1011212005 85 86 86 0 .00 100.00 0 .00 57,300
TEM PLE CITY BOULEY ARD TEMPLE 8C-02 10/12/2005 86 86 86 0.00 100.00 0.00 258,720
TEMPLE CITY BOULEVARD TEMPLE 8D-02 10112/2005 86 87 87 0 .00 100.00 0.00 4 5,120
TEMPLE CITY BOULEY ARD TEMPLE 8E-02 1011212005 85 85 85 0 .00 100.00 0 .00 3 .016
TEMPLE CITY BOULEVARD TEMPLE SF-02 10/1212005 86 87 87 0 .00 100.00 0.00 13 ,200
TREE ROSE TERRACE TREERO 01-06 9/27/2 005 33 3:1 :13 6 8 .04 31.96 0 .00 6 ,800
TRELA WNEY A VENUE TRELAW 03-05 9/28/2005 28 28 28 100.00 0 .00 0 .00 33,480
S =Section has spcci nl in~pc!Ction unit
D = Differen c.: between high and low PC!> 25 * = Secti on has both n speci al in spt:ction unit nnd di ffcren cc > 25
Sckction Crih:na; Page D MTC SlrcclSnvcr
Temple City
Section PCI Listing Date Printed I 0/18/2006
PMSI030
PCI PCI Pet Pet Pet Notes
Street Name StreetiD Section ID Date PCI High Low Load Env Other AreJ! sg. ft.
VAL STREET VALSTR 03-05 9/28/2005 90 91 89 0 .00 100.00 0.00 66.000
WEDGEWOOD STREET WEDGEW 09A-04 10/1/2005 88 88 88 0.00 100.00 0.00 26.460
WEDGEWOOD STREET WEDGEW 09B-04 1011/2005 88 88 88 0 .00 100.00 0.00 20.5 20
WEDGEWOOD STREET WEDGEW 09C-04 10/1/2005 88 88 88 0.00 100.00 0.00 3,900
WEDGEWOOD STREET WEDGEW 11-04 10/1/2005 80 80 80 0 .00 100.00 0 .00 29.160
WELLAND A VENUE WELLAN 17-01 10/6/2005 83 84 82 0.00 I 00.00 0 .00 85,3 10
WENDON A VENUE WEND ON 05A-05 9/30/2005 81 81 81 0 .00 100.00 0.00 17 .400
WENDON A VENUE WEND ON 05B-05 9/30/2005 78 78 78 37 .54 62.46 0.00 26.400
WENDON A VENUE WENDON 05C-05 9/30/2005 78 78 7 8 37.60 62.40 0.00 9,300
WENDON STREET WEN DON 01-06 11n12oo5 72 72 72 0.00 I 00.00 0 .00 12,740
WILDFLOWER ROAD WILDFL 17-01 10n12oo5 72 72 72 0 .00 100.00 0 .00 13 .050
WILLMONTE A VENUE WILLMO 11-2.4 10/1/2005 74 74 74 0 .00 100.00 0 .00 57,900
WOODRUFF A VENUE WOODRU 05-04 9/30/2005 83 84 83 0 .00 I 00.00 0.00 162,540
WOOLLEY STREET WOOLLE 03 -05 9/28/2005 40 40 40 47.30 52.70 0 .00 43,920
WORKMAN A VENUE WORKMA 05-04 9/30/2005 67 84 39 64.36 :n .n 1.92 169.740 D
WORTHINGTON DRIVE WORTHI 01 -06 9/27/2005 60 60 60 0 .00 I 00 .00 0.00 6 ,5 00
ZADELL A VENUE ZADELL 13-02 10/1/2005 73 73 73 0.00 100.00 0 .00 19,620
S = Section has $JJ1.'C ial inspection unit
D =Difference between high at\d low PCI > 25
~ = Section has both a special inspc~'linn unit nnd difference > 25
Selection Criteria: Page 14 MTC StreetSavcr
APPENDIX
8
Temple City
Date Printed 6/20/2006
Preventive Maintenance Decision Tree PMS1018
Deci sion Tree Functional Class Surface Tvpe
Arterial AC
Yrs. Between Number of
Treatment Description Cost Seals Seguential Seals
Crack Treatment SEAL CRACKS $0.60/Li . Ft. 7
Surface Treatment SLURRY SEAL $1.00/Sq. Yd. 7
Restoration Treatment MILL AND THICK $17.10/Sq. Yd. 3
OVERLAY
6 Collector AC
Yrs. Between Number of
Treatment Description Cost Seals Seguential Seals
Crack Treatment SEAL CRACKS $0.60/Li. Ft. 7
Surface Treatment SLURRY SEAL $1.00/Sq. Yd. 7
Restoration Treatment MILLANDTHIN $9.90/Sq. Yd. 3
OVERLAY
I 1 Residential/Local AC
Yrs. Between Number of
Treatment Description Cost Seals S!;guential Seals
Crack Treatment SEAL CRACKS $0.60/Li. Ft. 7
Surface Treatment SLURRY SEAL $1.00/Sq . Yd. 7
Restoration Treatment MILL AND THIN $9.90/Sq. Yd. 3
OVERLAY
16 Other AC
Yrs. Between Number of
Treatment Description Cost Seals Seguential Seals
Crack Treatment SEAL CRACKS $0 .60/Li. Ft. 7
Surface Treatment SLURRY SEAL $1.00/Sq . Yd . 7
Restoration Treatment MILL AND THIN $9 .90/Sq. Yd. 3
OVERLAY
Selection Criteria: Page MTC StreetSaver
Temple City
Date Printed 6/5/2006
Rehabilitation Decision Tree PMSJOJ9
Functional Class: Arterial
Decision
Tree#
21
22
23
24
Surface Type: AC
Condition Category
Condition Category II-Good, Non-Load Related
Condition Category III-Good, Load Related
Condition Category IV -Poor
Condition Category V-Very Poor
Functional Class: Collector
Decision
Tree#
41
42
43
44
Surface Type: A C
Condition Category
Condition Category II-Good, Non-Load Related
Condition Category III-Good, Load Related
Condition Category IV -Poor
Condition Category V-Very Poor
Functional Class: Residential/Local
Decision Surface Type: AC
'Tree#
o2
63
64
Condition Cateeory
Condition Category II -Good, Non-Load Related
Condition Category ill -Good, Load Related
Condition Category IV -Poor
Condition Category V -Very Poor
Functional Class: Other
Decision
Tree#
81
82
83
84
Surface Type: A C
Condition Category
Condition Category II-Good, Non-Load Related
Condition Category Ill -Good, Load Related
Condition Category IV -Poor
Condition Category V-Very Poor
Selection Critcri a:
Treatment
THICK AC OVERLAY(2.5 INCHES)
THIN AC OVERLAY( 1.5 INCHES)
THICK AC OVERLAY(2.5 INCHES)
RECONSTRUCTSTRUCTURE(AC)
Treatment
SINGLE CHIP SEAL
THIN AC OVERLA Y(1.5 INCHES)
THICK AC OVERLA Y(2.5 INCHES)
RECONSTRUCT STRUCTURE (AC)
Treatment
SINGLE CHIP SEAL
THIN AC OVERLAY( 1.5 INCHES)
THICK AC OVERLA Y(2.5 INCHES)
RECONSTRUCT STRUCTURE (AC)
Treatment
SINGLE CHIP SEAL
THIN ACOVERLAY(1.51NCHES)
THICK AC OVERLA Y(2.5 INCHES)
RECONSTRUCTSTRUCTURE(AC)
Page
Cost I Sq . Yard
$1.00
$9 .90
$17.10
$51.57
Cost/ Sq . Yard
$1 .00
$9.90
$17.10
$32.85
Cost/ Sq . Yard
$1.00
$9 .90
$17.10
$23.85
Cost I Sq . Yard
$].()()
$9.90
$17 .10
$23.85
MTC StreetSaver
APPENDIX
c
Temple City
Date Printed I 0/ I 8/2006
Needs-Treatment/Cost Details PMSIOII
Inflation Rate = 3.00%
StiD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
A_FJEL 17-01 ALLEY EAST OF EL MONTE 78 AC Other 2007 SLURRY SEAL $2,067
AVENUE
A _Fil'E 05-04 ALLEY EAST OF TEMPLE 89 AC Other 2007 SLURRY SEAL $1.034
CITY BLVD
A_EITE 11-02 ALLEY EAST OF TEMPLE 63 AC Other 2007 THIN AC OVERLA Y(1.5 INCHES ) $9.460
CITY BLVD
A_N/LO 11-02 ALL. NORTH OF LOWER 79 AC Other 2007 SLURRY SEAL $467
AZUSA ROAD
A_S/FR 17-01 ALLEY SOUTH OF FREER 67 AC Other 2007 THIN AC OVERLAY( 1.5 INCHES) $7.700
STREET
A_S/LO 09-m ALL. SOUTH OF LOWER 61 AC Other 2007 THIN AC OVERLAY( 1.5 I NCHES) $5 .170
AZUSA ROAD
A_W/EL 15-01 ALLEY WEST OF EL MONTE 82 AC Other 2007 SLURRY SEAL $1.058
A_ WIPE 17-0 1 ALLEY WEST OF 87 AC O ther 2007 SLURRY SEAL $400
PERSIMMON A VENUE
A_WITE 09-03 ALLEY WEST OF TEMPLE 75 AC Other 2007 SLURRY SEAL $989
CITY BLVD
AE/CAM 05-04 ALLEY EAST OF CAMELLIA 72 AC Other 2007 SINGLE CHIP SEAL $l.!n4
AVENUE
AGNESA 05-04 AGNES A VENUE 69 AC Collector 2007 THIN ACOVERLAY(I 5 1NCHES) $104.742
ALLEYE 05-04 ALLEY EAST OF CLOVERLY 72 AC Other 2007 S INGLE CHIP SEAL s 1.034
AVENUE
ALLEYN 01-06 ALLEY NORTH OF HERMOSA 13 AC Other 2007 RECONSTRUCT STRUCTURE (AC) $76$50
DRIVE
ALLEYN 05-04 ALLEY NORTH OF LAS 72 AC Other 2007 SINGLE CHIP SEAL H889
TUNAS DRIVE
ALLEYN 17-01 ALLEY NORTH OF DANB URY 87 AC Other 2007 SLURRY SEAL $478
AS/LAS 07-06 ALLEY SOUTH OF LAS 50 AC Other 2007 THICK AC OVERLA Y(2.5 INCHES) $22.202
TUNAS DRIVE
AS/LOW 11-02 ALL. SOUTH OF LOWER 66 AC Other 2007 THIN AC OVERLAY( 1.5 INCHES ) $5.170
AZUSA ROAD
BARELA 03-05 BARELA A VENUE 92 AC Residential/Local 2007 SLURRY SEAL $2.200
BARELA IIA-02 BARELA A VENUE 52 AC Residential/Local 2007 THICK AC OVERLA Y(2 .5 INCHES) $%.786
BARELA I IB-02 BARELA A VENUE 48 AC Collector 2007 THICK AC OVERLA Y(2.5 INCHES) $41.040
BIDWEL 07-06 BIDWELL STREET 87 AC Residential/Local 2007 SLURRY SEAL $1.540
Selec tion Criteria : Page 1 MTC StrcctSavcr
Temple Cit y
Date Printed 10/18/2006
Needs -Treatment/Cost Details PMSIOII
Inflation Rate = 3.00%
StJD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
BIRCHL 1~-02 BIRCHLAND PLACE 58 AC Residenti nl/Local 2007 THIN AC OVERLAY( 1.5 INCHES ) $41.250
BLACKL 09-03 BLACKLEY STREET 72 AC Arterial 2007 THICK AC OVERLA Y(2.5 INCHES) $11.080
BLACKL 11-02 BLACKLEY STREET 82 AC Rcsidcntial/Locul 2007 SLURRY SEAL $4.640
BOGUES 13-02 BOGUE STREET 76 AC Residential/Local 2007 SLURRY SEAL $5.240
BROADW 09 -04 BROADWAY 85 AC Collector 2007 SLURRY SEAL $11.333
BURGHA 01-06 BURGHARDT ROAD 83 AC Residential/Local 2007 SLURRY SEAL $2 .140
BURTON 01-06 BURTON AVENUE 61! AC Collector 2007 SINGLE CHIP SEAL $9.6~3
CAL LIT 03 -05 CALLIT A STREET 64 AC Residential/L ocal 2007 THIN AC OVERLAY( 1.5 INCHES) $37.818
CAM ELL I IA-02 CAMELLIA A VENUE 63 AC Residential/Local 2007 THIN AC OVERLAY( 1.5 INCHES) $82 .995
CAM ELL llB-02 CAMELLIA A VENUE 63 AC Residential/Local 2007 THIN AC OVERLAY( 1.5 INCHES ) $D. I 56
CAMINO 03A-05 CAMINO REAL 90 AC Collector 2007 SLURRY SEAL $1.492
CLOVER OSA-04 CLOVERLY A VENUE 53 AC Residential/Local 2007 SINGLE CHIP SEAL $14.660
CLOVER 058-05 CLOVERLY A VENUE 80 AC Residen tial/Local 2007 SLURRY SEAL $1 ,067
CLOVER 09A-03 CLOVERLY A VENUE 71 AC Residential/Local 2007 SINGLE CHIP SEAL $1.960
CLOVER 098-03 CLOVERLY A VENUE 71 AC Collector 2007 SINGLE CHIP SEAL $8,160
CLOVER 09C-03 CLOVERLY A VENUE 7 1 AC Collector 2007 SINGLE CHIP SEAL $1.246
CLOVER 090-0~ CLOVERLY AVENUE 71 AC Collector 2007 S INGLE CH IP SEAL $4,280
CLOVER 09E-03 CLOVERLY A VENUE 71 AC Collector 2007 SINGLE CHI P SEAL $4,244
CLOVER 09F-04 CLOVERLY A VENUE 71 AC Collector 2007 SINGLE CHIP SEAL $1.9 00
CLOVER 09G-03 CLOVERLY A VENUE 71 AC Collector 2007 SINGLE CHIP SEAL $2.027
DAINES 09A-03 DA INES DRIVE 7.1 AC Collector 2007 SINGLE CHIP SEAL $4.511
DA I NES 17-01 DAINES DRIVE 81 AC Collector 2007 SLURRY SEAL $9.504
DANBUR 15-01 DANBURY STREET 75 AC Residen tial/Local 2007 SLURRY SEAL $1.500
DEGASA l3A-02 DEGAS AVENUE 52 AC Residential/Local 2007 THICK AC OVERLA Y(2 .5 INCHES ) $2.1 ,940
DEGASA 13B-02 DEGAS AVENUE 52 AC Resi dential/Local 2007 THICK AC OVERLA Y(2.S INCHES) $20.995
DOREEN 15 -01 DOREEN A VENUE 72 AC Residential/Local 2007 SINGLE CHIP SEAL $9.920
DUFFYS 07-06 DUFFY STREET 82 AC Residential/Local 2007 SLURRY SEAL ~1 .320
ELMONT 12-01 EL MONTE A VENUE 72 AC Arterial 2007 TH ICK AC OVERLA Y(2.5 INCHES) $28 .187
EMPERO 03B-05 EMPEROR AVENUE RO AC Collector 2007 SLURRY SEAL $5.1!33
ENCJNI 03R-0:5 ENCIN ITA AVENUE 54 AC Collector 2007 THICK AC OVER LA Y(2.5 INCHES) $28.721!
Sdcction Criteria: Page 2 MTC StrectSavcr
Temple Ci ty
Date Prin ted 10/1 K/200 6
Needs - T r eatment/Cost Details PMSIO I I
Inflation Rate = 3.00%
StiD SeciD Road Name P CI Surface F u nctiona l Class Year Treatment Cost
ENCINI 05A-04 ENCIN IT A A VENUE 65 AC Collector 2007 SING LE CHIP SEAL $5.978
ENC I NI 05C-05 ENCIN ITA AVENUE 67 AC Collector 2007 SINGLE CHIP SEAL $2.027
ENCIN I 07-3 .4 ENCINITA AVENUE 68 AC Collector 2007 T HIN AC OVERLAY( 1.5 INCHES) $21 6.304
ENCJN J 58-4.5 ENCINJTA AVEN UE 67 AC Collector 2007 SINGLE CHIP SEAL $9.100
ESTREL o:l-05 ESTRELLA A VENUE 89 AC Resid enti al/Local 2007 SLURRY SEAL $1.167
FAIR VI 17A-OI FAIRVIEW A VENUE 79 AC Res identia ULoca l 2007 SLURRY SEAL $583
FARAGO 17A-OI FARAGO AVEN UE 72 AC Rc.~id cntiai/Local 2007 SINGLE CHIP SEAL $5.000
FARAGO 178-01 FARAGO AVENUE 72 AC Residenti al/Loca l 2007 SINGLE CHIP SEAL $1 .054
FLAHER 05A-05 FLAHERTY STREET 72 AC Residential/Local 2007 SINGLE CHIP SEAL $1.0!0
FLAHER 058-05 FLAHERTY STREET 85 AC Residentiu 1/Lucul 2007 SLURRY SEAL $1.917
FORTSO 03-05 FORTSON DRIVE 76 AC Resid en ti al /L ocal 2007 SLURRY SEAL $1.58 3
FRATUS 09A-03 FRATUS DRIVE 91 AC Rcsid!!ntiai/L ocal 2007 SLURRY SEAL $10.1!80
FRATUS 09B-03 FRATUS DRIVE 90 AC Re sidential/L oc al 2007 SLURRY SEAL $2.480
FREERS 17A-O I FREER STREET 89 AC Collec to r 2007 SLURRY SEAL $4.304
FREERS 17B-OI FREER STREET !!9 AC Collector 2007 SLURRY SEAL $1.43 6
FREERS 17C-OI FREER STREET 89 AC Collecto r 200 7 SLURRY SEAL $1.91!0
FREERS 17D-Ol FREER STREET 89 AC Collec to r 2007 SLURRY SEAL $1.300
GARI BA 01 -06 GAR IBALDI A VENUE 84 AC Collector 2007 SLURRY SEAL $1 5.620
GARIB A 05-05 GARIAALDI A VENUE 84 AC Collector 2007 SLURRY SE AL $17.64 0
GL!CKM 13A-02 GLICKMAN A VENUE 67 AC Collector 2007 SINGLE CHIP SEAL $6.360
GLICKM 138-02 GLICKMAN A VENUE 66 AC Coll ector 2007 SINGLE CH IP SEAL $1.956
GLICKM 13C-02 GLICKMAN A VENUE 66 AC Collector 2007 SINGL E CHIP SEAL $2,174
GLICKM IJD-02 GLICKMAN A VENUE 66 AC Collector 2007 SINGLE C HIP SEAL $1.817
GOLDEN 05-4.5 GOLDEN WEST A VENUE 80 AC Collector 2007 SLURRY SEA L $15.800
GOLDEN I IA2.4 GOLDEN WEST A VENUE 82 AC Collector 2007 SLURRY SEAL $22.3 .13
GOL DEN I IB-02 GOLDEN WEST AVENUE 82 AC Co ll ector 2007 SLURRY SEA L $2.400
GOLDEN IIC2.4 GOLDEN WEST A VENUE 82 AC Collect or 2007 SLURRY SEAL $4.91 9
GOLDEN IID-02 GOLDEN WEST A VENUE 82 AC Collect or 2007 SLURRY SEAL $2 .917
GOLDE N JIE-02 GOLDEN WEST A VENUE 82 AC Collector 2007 SLU RRY SEAL $2 .667
GOLDEN IIF2.4 GOLDEN WEST A VENUE 82 AC Collect or 2007 SLURRY SEAL $5.38 0
Selection Cdtcrin: Page 3 MTC StrcctSavcr
Temple-City
Date Printed 10/1 R/2006
Needs -Treatment/Cost Details PMSIOII
Inflation Rate = 3.00%
StiD SeciD Road Name PCI Surfa ce Functional Class Year Treabnent Cost
ORACEW 138-02 GRACEWOOD A VENUE 52 AC RcsidentiaVLocnl 2007 THICK AC OVERLA Y(2.5 I NCH ES) $14,535
GRACEW 13C-02 GRACEWOOD A VENUE 52 AC Residentiai/Lm:al 2007 THICK AC OVERLA Y(2 .51NCHESl $25.802
GRANDA 17A-01 ORAND A VENUE 69 AC Collector 2007 THIN AC OVERLAY(! .5 INCHES) $81.136
GRANDA 178-01 GRAND A VENUE 69 AC CoUcctor 2007 THIN AC OVER LA Y(l .5 INCHES ) $21.945
HALDEM 01-06 HALDEMAN STREET 72 AC Residential/Local 2007 SINGLE CHIP SEAL $896
HALIFA 15A-OJ HALIFAX ROAD 87 AC Collector 2007 SLURRY SEAL $9.900
HALl FA 158-01 HALIFAX ROAD 86 AC Collector 2007 SLURRY SEAL $2.667
HALIFA 15C-OJ HALIFAX ROAD 86 AC Collector 2007 SLURRY SEAL $7,760
HALLOW 15R-O l HALLOWELL A VENUE 51 AC Residential/L ocal 2007 THICK AC OVER LA Y(2.5 INCHES ) $35.853
HALLOW 15C-01 HALLOWELL A VENUE 51 AC Residential/Local 2007 THICK AC OVERLA Y(2.5 INCHES) $102.220
HALLWO 13-02 HALLWOOD DRIVE 85 AC Residential/Local 2007 SLURRY SEAL $900
HALLWO 15-02 HALLWOOD DRIVE 72 AC Residential/Local 2007 SINGLE CHIP SEAL $2.008
HARTAV 01 -06 HART AVENUE 85 AC Collector 2007 SLURRY SEAL $10.667
HE LEO A 09A-03 HELEO A VENUE 73 AC Collector 2007 SINGLE CHIP SEAL $6.3 80
HELEOA 098-04 HELEO A VENUE 72 AC Collector 2007 SINGLE CHIP SEAL $1.676
HERMOS 01-06 HERMOSA DRIVE 71 AC Co11t:ctnr 2007 THIN AC OVERLAY( 1.5 INCHES) $177.91!0
HILTON 09A-03 HILTON A VENUE 66 AC ResidentiaVLocal 2007 SINGLE CHIP SEAL $1,820
HILTON 0 9R-03 HILTON A VENUE 66 AC Residential/L ocal 2007 SINGLE CHIP SEAL $766
HOWLAN I 1-02 HOWLAND DRIVE 8 1 AC Collector 2007 SLURRY SEAL $5.900
IVARAV 01-06 IVARAVENUE 64 AC Collector 2007 SINGLE CHIP SEAL $8.783
KAUFFM 11-02 KAUFFMAN AVENUE 89 AC Collector 2007 SLURRY SEAL $10.920
KAUFFM 5A-4.5 KAUFFMAN AVENUE 19 AC Collt..-ctor 2007 RECONSTRUCTSTRUCTURE(AC) $4 85.523
KAUFFM 58-05 KAUFFMAN A VENUE 20 AC Collector 2007 RECONSTRUCTSTRUCTURE(AC) $37.449
KENNER 09-03 KENNERLY STREET 84 AC Residenti a l/Local 2007 SLURRY SEAL $6.933
KEYWES 15A-OI KEY WEST STREET 82 AC RcsidentiaVLocal 2007 SLURRY SEAL $1.668
KEYWES 1.58-01 KEY WEST STREET 81 AC RcsidcnliaVLocal 2007 SLURRY SEAL $2.000
KEYWES 15C-OI KEY WEST STREET 81 AC Residential/Local 2007 SLURRY SEAL $3.103
KEYWES 15D-OI KEY WEST STREET 81 AC Residential/Local 2007 SLURRY SEAL $533
LANDSE 13-02 LANDSEER STREET 81 AC ResidentiaVLocal 2007 SLURRY SEAL $1.757
LAROSA IIA-02 LA ROSA DRIVE 46 AC Collector 2007 THICK AC OVERLA Y(2.5 INCHES ) $79344
Selection Criteria: Page 4 MTC StrcetSavt:r
Temp le City
Date Printed lOll 8/2006
Needs -Treatment/Cost Details PMSIOI I
Infl ation Rate = 3.00%
StiD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
LAROSA IIB-02 LA ROSA DRIVE 46 AC Collector 2007 THICK AC OVERLA Y(2.5 INCHES) $53.010
LAROSA IIC-02 LA ROSA DRIVE 46 AC Collector 2007 THICK AC OVERLA Y(2.5 INCHES) $1R .240
LAROSA I ID -02 LA ROSA DR IVE 46 AC Collector 2007 THICK AC OVERLA Y(2.5 INCHES) $1:.1.3 95
LAROSA 13A-02 LA ROSA DRIVE 78 AC RcsidcntiaVLoc al 2007 SLURRY SEAL $2 .956
LAROSA 138-02 LA ROSA DRIVE 78 AC Resi dential/Local 2007 SLURRY SEAL $2,7!!7
LAROSA 13C-02 LA ROSA DRIVE 79 AC Res idential/Local 2007 SLURRY SEAL $2.867
LAROSA 15-01 LA ROSA DRIVE 80 AC ResidentiaVLocal 2007 SLURRY SEAL $2.968
LAROSA 17-01 LA ROSA DRIVE 76 AC Residential/Local 2007 SLURRY SEAL $1.040
LEMON 03A-05 LEMON A VENUE 24 AC Collector 2007 RECONSTR UCTSTRUCTURE(AC) $470.4 12
LEMON 038-05 LEMON A VENUE 26 AC Collector 2007 RECONSTRUCT STRUCTURE (AC) $192.720
LEMON 03C-05 LEMON A VENUE 21 AC Colll:ctor 2007 RECONSTRUCTSTRUCTURE(AC) $260.172
LESLIE OJ-06 LESLIE DR IVE 84 AC Residential/Local 2007 SLURRY SEAL $1.00 1
LIVEOA 04A-04 LIVE OAK A VENUE 68 AC Arterial 2007 THICK AC OVERLA Y(2.5 INCHES) $21.3 01
LIVIAA 03-05 LIVIA A VENUE 72 AC Collector 2007 SINGLE CHIP SEAL $5.620
LOMAAV 01-06 LOMA AVENUE 86 AC Collector 2007 SLURRY SEAL $9.950
LOMAAV 03-05 LOMAAVENUE 78 AC Residential/Local 2007 SLURRY SEAL $2 ,900
LOMAAV 07-3.6 LOMAAVENUE 81 AC Res idential/Local 2007 SLURRY SEAL $10.6 60
LONG DE 01 8 -05 LONGDEN AVENUE 66 AC Collector 2007 SINGLE CHIP SEAL $3.142
LONG DE 05A-05 LONGDEN A VENUE 85 AC Coll ector 2007 SLURRY SEAL $2.200
LONG DE 058-05 LONGDEN A VENUE 86 AC Collector 2007 SLURRY SEAL $5,2 80
LONG DE 05C-05 LONGDEN A VENUE 86 AC Collector 2007 SLURRY SEAL $2 .200
LONG DE 050-05 LONGDEN A VENUE 86 AC Collector 2007 SLURRY SEAL $800
LONG DE 05E-05 LONGDEN AVENUE 86 AC Collector 2007 SLURRY SEAL $1.533
LONG DE 05F-05 LONGDEN AVENUE 86 AC Collector 200 7 SLURRY SEAL $2.93 3
LONG DE IA-5.6 LONGDEN A VENUE 66 AC Collector 2007 SINGLE CH IP SEAL $9.628
LORAST 15-01 LORA STREET 75 AC Res idential/Local 2007 SLURRY SEAL $1.84 0
LYNROS 13-02 L YNROSE STREET 87 AC Res identia l/Local 2007 SLURRY SEAL H3:'i0
LYNROS 17-01 L YNROSE STREET 72 AC Rcs identi aVLocal 2007 SINGLE CHIP SEAL $1,291
MCCLIN 17-01 McCLINTOCK A VENUE 88 AC ResidentiaVL ocal 2007 SLURRY SEAL $6.1!83
MCCULL 17D-Ol McCULLOCH A VENUE 78 AC ResidentiaVLocnl 2007 SLURRY SEAL $489
Selection Criteria: Page 5 MTC StrcctSuvcr
Temple City
Date Printed 10/1 R/2006
Nee ds -Trea tment/Cost Details PMSIOll
Inflation Rate = 3.00%
StiD Seem Road Name PCI Surface F unctional Class Yea r T r eatment Cost
MILLER 09-03 MILLER DRIVE 1!4 AC RcsidentinVLocal 2007 SLURRY SEAL $!!00
MILO AN 11-02 MILOANN STREET 86 AC Collector 2007 SLURRY SEAL $6571!
MILO AN 15-0l MILOANN STREET 67 AC Residential/Local 2007 TH IN AC OVERLAY( 1.5 INCHES) $13.860
MILO AN 17-01 MILOANN STREET 77 AC Residential/Local 2007 SLURRY SEAL $1.040
MUSCAT 01-06 MUSCATEL AVENUE 64 AC Collector 2007 THIN ACOVERLAY(1.51NCHES) $168.300
MYDAAV 01-06 MYDA AVENUE 94 AC Residential/Local 2007 SLURRY SEAL $1.633
NADINE IIA-02 NADINE STREET 88 AC Residential/Local 2007 SLURRY SEAL $4.536
NADINE I 18-02 NADINE STREET 87 AC Res idential/Local 2007 SLURRY SEAL $2.950
NAD INE I3 -02 NADINE STREET 25 AC Residential/Local 2007 TH ICK AC OVERLA Y(2.5 INCHES) $76.665
NOEL DR 7A-3 .6 NOEL DRIVE 81 AC RcsidcntiaVLoc al 2007 SLURRY SEAL $3.800
NOEL DR 78-3.6 NOEL DRIVE 84 AC Rcsi dentinVLocnl 2007 SLURRY SEAL .')6.289
OAKAV 03-05 OAK AVENUE 83 AC Collector 2007 SLURRY SEAL $11.556
OAKAV 5B-05 OAK AVENUE 18 AC Collector 2007 RECONSTRUCTSTRUCTURECACl $379.600
OLEMAS mB-05 OLEMA STREET 79 AC R~..>sidcntial/Local 2007 SLURRY SEAL $7:H
OLEMAS 03C-05 OLEMA STREET 79 AC Residential/Local 2007 SLURRY SEAL $3.600
PERS IM 17A-O! PERSIMMON A VENUE 80 AC Collector 2007 SLURRY SEAL S.'\.467
PERSIM 17R-01 PERS IMMON A VENUE 80 AC Collector 2007 SLURRY SEAL $9.7RO
PERSIM 17C-01 PERS IMMON AVENUE 80 AC Coll ector 2007 SLURRY SEAL $3.900
PRIMRO 03 -05 PRIMROSE A VENUE 72 AC ResidentiaVLocal 2007 SINGLE C HI P SEAL $1.()00
PRIMRO 58-05 PRIMROSE A VENUE 70 AC Collector 2007 SINGLE CHIP SEAL $3.000
RANCHO 07 -03 RANCHO REAL ROAD 67 AC Residential/Loca l 2007 SINGLE CHIP SEAL $5.800
RAND WI 13A-02 RANDWICK DRIVE 75 AC Residential/L oca l 2007 SLURRY SEAL $2.180
RAND WI 138-02 RANDWICK DR IVE 82 AC Residential/Local 2007 SLURRY SEAL $1.991
RIOHON 05 -04 RIO HONDO A VENUE 5.~ AC Residential/Local 2007 SINGLE CH IP SEAL $2.800
ROBINH 13A-02 ROBINHOOD A VENUE 84 AC Rcsidcntiui/Loc:~l 2007 SLURRY SEAL $3 .78 3
ROBINH 138-02 ROBINHOOD A VENUE 84 AC Residential/Local 2007 SLURRY SEAL $1.127
ROBINH 13C-02 ROBIN HOOD A VENUE 84 AC Residential/Local 2007 SLURRY SEAL $358~
ROCCUS 01-06 ROCCUS LANE 61 AC Resi dential/Local 2007 SINGLE CHIP SEAL $933
ROSEGL l:'i-01 ROSEGLEN STREET 72 AC Re-~idential/Local 2007 SINGLE CHIP SEAL $2.008
ROSEVA 13-02 ROSEVA LE DRIVE 93 AC Residential/Local 2007 SLURRY SEAL $920
Selection Criteria: Page 6 MTC StrccLSavcr
Temple City
Date Printed 10/18 /2006
Needs-Treatment/Cost Details PMSIOI I
Inflation Rate = 3.00%
StiD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
RYLAND 13B-02 RYLAND AVENUE 72 AC Residential/Local 2007 SINGLE CHIP SEAL $1.321
SALTER 03·05 SALTER A VENUE 91 AC Residemiu l/Local 2007 SLURRY SEAL $1.416
SERENO 07-03 SERENO DRIVE 81 AC Co ll ector 2007 SLURRY SEAL $14.067
SPARKL 11-02 SPARKLETI STREET 95 AC Residential/Local 2007 SLURRY SEAL $2 .Hl
STJAME 05-05 SAINT JAMBS DRIVE 56 AC Residential/Local 2007 SINGLE CHIP SEAL $1.020
SULTAN 03 -05 SULTANA AVENUE 26 AC Collector 2007 RECONSTRUCTSTRUCTURE (AC) $141.255
SULTAN 78-03 SULTANA AVENUE 71! AC Collector 2007 SLURRY SEAL $3 .567
SULTAN 7C-3.6 SULTANA AVENUE 79 AC Collector 2007 SLURRY SEAL $1 .200
SULTAN 7D-06 SULTANA AVENUE 78 AC Collector 2007 SLURRY SEAL $1.100
TEMPLE 8A-4.5 TEMPLE CITY BOULEY ARD 86 AC Arterial 2007 SLURRY SEAL $47 .076
TEMPLE RB-04 TEMPLE CITY BOULEVARD 85 AC Arterial 2007 SLURRY SEAL $6 .367
TEMPLE SC-02 TEMPLE CITY BOULEVARD 86 AC Attc rial 2007 SLURRY SEAL $28.747
TEMPLE 8D -02 TEMPLE CITY BOULEVARD 86 AC Arterial 2007 SLURRY SEAL $5.013
TEMPLE 8E-02 TEMPLE CITY BOULEVARD 85 AC Arterial 2007 SLURRY SEAL $.U5
TEMPLE 8F-02 TEMPLE CITY BOULEY ARD 1!6 AC Arterial 2007 SLURRY SEAL $1.467
TRELAW 03-05 TRELA WNEY A VENUE 28 AC ResidentiaVLocal 2007 THICK AC OVERLA Y(2.5 INCHES) $63 .612
VALSTR 03-05 VAL STREET 90 AC Collector 2007 SLURRY SEAL $7.333
WBDGEW 09A-04 WEDGEWOOD STREET 88 AC Residential/Local 2007 SLURRY SEAL $2.940
WEDGEW 098-04 WEDGEWOOD STREET 88 AC Residential/Local 2007 SLURRY SEAL $2.280
WEDGEW 09C-04 WEDGEWOOD STREET 88 AC Residential/Local 2007 SLURRY SEAL $433
WEDGEW 1 J-04 WEDGEWOOD STREET HO AC Residential/Local 2007 SLURRY SEAL $3.240
WELLAN 17-01 WELLAND A VENUE 83 AC Collector 2007 SLURRY SEAL $!1.479
WENDON 05A-05 WENDON A VENUE 81 AC Residential /Local 2007 SLURRY SEAL $1 .933
WEN DON 05B-05 WEN DON A VENUE 78 AC Residential/Local 2007 SLURRY SEAL $2.933
WEN DON 05C-05 WEN DON A VENUE 78 AC Residential/Local 2007 SLURRY SEAL $1.033
WOODRU 05-04 WOODRUFF A VENUE 1!3 AC Collector 2007 SLURRY SEAL $18 .060
WORKMA 05-04 WORKMAN A VENUE 67 AC Collector 2007 THIN AC OVERLAY( l..'i INCHES ) $1 86.714
A_N/LO 15 -01 ALL. NORTH OF LOWER 52 AC Other 2008 THICK AC OVERLA Y(2.5 INCHES) $22.310
AZUSA ROAD
Selt:ction Critena: Page 7 MTC StrectSavcr
T emple City
Date Printed 10/18/2006
Needs -T r eatment/Cost Details PMSI OI I
Inflation Rat e = 3.00%
StiD Seem Road Name P CI Surface F un ctional Class Year Treatment Cost
A_S/LA 05A-04 ALLEY SOUTH OF LAS 100 AC Other 2008 SLURRY SEAL $2.518
TUNAS DR IVE
A_S/LA 058-04 ALLEY SOUTH OF LAS 100 AC Other 2008 SLURRY SEAL $1.435
TUNAS DRIVE
A_S/LA 05C-04 ALLEY SOUTH OF LAS HXJ AC Other 2008 SLURRY SEAL $504
TUNAS DRIVE
AGNESA llA-04 AGNES AVENUE 75 AC Collector 2008 SINGLE CH IP SEAL $1.215
AGNESA 118-02 AGNES A VENUE 74 AC Collector 2008 SINGLE CHIP SEAL $5.699
AGNESA 11C-04 AGNES A VENUE 74 AC Collector 2008 SINGLE CHIP SEAL $6.139
ALES SA 9A-03 ALESSANDRO AVENUE 75 AC Collector 200!! SINGLE CHIP SEAL $6 .571
ALESSA 98-03 ALESSANDRO A VENUE 75 AC Coll ector 2008 SINGLE CH IP SEAL $3.687
ALES SA 9C-03 ALESSANDRO AVENUE 75 AC Coll ector 2008 SINGLE CH IP SEAL $1,419
ALES SA 9D·04 ALESSANDRO A VENUE 75 AC Collector 2008 SINGLE CHI P SEAL $3.388
ALLEYW 05-04 ALLEY WEST OF TEMPLE 72 AC Other 2008 SINGLE CH IP SEAL $1.065
CITY BLVD
ARDENE 1 1-02 ARDENEL A VENUE 98 AC Resid!!ntiai/Local 2008 SLURRY SEAL $2.043
ARROWO 178-01 ARROWOOD STREET 99 AC Residential/Local 2008 SLURRY SEAL $1.07 1
AVONAV 01C-06 AVON AVENUE 35 AC Collector 2008 RECONSTRUCTSTRUCTURE (AC) $173 ,125
BALD WI 10-02 BALDWIN AVENUE 100 AC Arterial 2008 SLURRY SEAL $45.9 15
BARTLE 01-06 BARTLETT A VENUE 57 AC Collector 2008 THICK AC OVERLA Y(2.5 IN CHES ) $64.58 1
BLACKL 17-01 BLACKLEY STREET 100 AC Residential/L oca l 2008 SLURRY SEAL $893
CAMINO 03 8 -05 CAMINO REAL 91 AC Collector 2008 SLURRY SEAL $4.023
CLOVER 05A-04 CLOVERLY A VENUE 53 AC Residential/L ocal 2008 SINGLE CHIP SEAL $15.1 00
DAINES 11-02 DAINES DRIVE 93 AC Collector 2008 SLURRY SEAL $5.442
DANBUR 17A-01 DANBURY STREET 97 AC Residential/Local 2008 SLURRY SEAL $1.476
DANESW 17-01 DANESWOOD DRIVE 100 AC Residential/Local 2008 SLURRY SEAL $893
ELLISL 11-02 ELLIS LANE 92 AC Col lc::ctor 2008 SLURRY SEAL $4.349
ENCJNI 05A -04 ENC INITA A VENUE 65 AC Collector 2008 SINGLE CHIP SEAL $6.157
FA1RV I 178-01 FAIRVIEW A VENUE 71 AC Res ident ial/Local 2008 TH IN AC OVERLAY( 1.5 INCHES) $8.81!3
GIDLEY 09B-03 GIDLEY STREET 32 AC Collector 2008 RECONSTRUCTSTRUCTURE (A C} $77.145
GLICKM l:lB-02 GLICKMAN A VENUE 66 AC Collector 2008 SINGLE CHIP SEAL $2.014
Selection Criteria: Page 8 MTC S lrcctSav cr
-Temple City
Date Printed 10/18/200 6
Needs· Treatment/Cost Details PMSIO J J
Inflation Rate = 3.00%
StlD SeciD Road Name PCI Surface Functional Class ~ Treatment Cost
GLICKM IJC-02 GLICKMAN A VENUE 66 AC Collector 2008 SI NGLE CHIP SEAL $2.240
GLICKM IJD-02 GLICKMAN A VENUE 66 AC Collector 2008 SINGLE CHIP SEAL $1.87 1
GREENS 13A-02 GREEN STREET 100 AC ResiclentiaJILocal 2008 SLURRY SEAL $4,305
GREENS 13R-02 GREEN STREET 100 AC Residential/Local 2008 SLU RRY SEAL $1.442
HECLAS 09-03 HECLA STREET 98 AC Rcsidenti aVLocal 2008 SLURRY SEAL $506
IVARAV 01-06 IVARAVENUE 64 AC Collector 2008 SINGLE CHIP SEAL . $9.047
LA STUN 02A-06 LAS TUNAS DRIVE 99 AC Arteri al 2008 SLURRY SEAL $3.296
LA STUN 028-06 LAS TUNAS DRIVE 99 AC Arterial 2008 SLURRY SEAL $19.928
LAST UN 02E-04 LAS TUNAS DRIV E 99 AC Arterial 200!1 SLURRY SEAL $8.612
LA STUN 2C-4.6 LAS TUNAS DRIVE 99 AC Arterial 2008 SLURRY SEAL $19.948
LASTUN 20-04 LAS TUNAS DRIVE 99 AC Arterial 2008 SLURRY SEAL $19.135
LIVEOA 48-02 LIVE OAK A VENUE 100 AC Arterial 2008 SLUR RY SEAL $:t914
LIVEOA 4C-02 LIVE OAK A VENUE 100 AC Arteria l 2008 .SLURRY SEA L $2.307
LIVEOA 4D-1,2 LIVE OAK A VENUE 100 AC Arterial 2008 SLURRY SEAL $8.789
LONG DE 018-05 LONGDEN A VENUE 66 AC Collector 2008 SINGLE CHIP SEAL $3.23 6
LONG DE IA-5.6 LONGDEN A VENUE 66 AC Collector 2008 SINGLE CHIP SEAL S9.917
LOWER 06A-03 LOWER AZUSA ROAD 99 AC Arterial 2008 SLURRY SEAL $3.469
LOWER 06C-02 LOWER AZUSA ROAD 99 AC Arterial 2008 SLURRY SEAL $802
LOWER 68-2,3 LOWER AZUSA ROAD 100 AC Arterial 2008 SLURRY SEAL $30.25 0
LOWER 6D-1.2 LOWER AZUSA ROAD 100 AC Arteri al 2008 SLURRY SEAL $23.680
OAKAV 5A-04 OAK AVENUE 82 AC Collector 2008 SLURRY SEAL 51 1.000
PARMER 17-01 PARMERTON AVENUE IOO AC Residential/Local 2008 SLURRY SEAL $3.21 0
PRIMRO 5A-4.5 PRIMROSE A VENUE 55 AC Co ll ector 2008 THICK AC OVERLA Y(2 .5 INCHES ) $220.162
RIOHON 05-04 RIO HONDO A VENUE 53 AC Reside ntial/L oca l 2008 SINGLE CHIP SEAL $2.!1!14
ROWLAN 05-04 ROWLAND A VENUE 75 AC Collector 2008 SINGLE CHIP SEAL $12.030
SANTAA 14-01 SANTA A NIT A A VENUE 100 AC Arterial 2008 SLURRY SEAL $35.752
SPARKL 09A-03 SPARKLETT STREET 73 AC Rcsi dcntiaU Local 2008 S INGLE CHIP SEAL $2.40 3
TREERO 01-06 TREE ROSE TERRACE 33 AC Residential/Local 2008 THICK AC OVERLA Y(2 .5 IN CHES ) $13.308
A_EICA 05-04 ALLEY EAST OF CAMELLIA 100 AC Othe r 2009 SLURRY SEAL $1.097
AVENUE
Sdection Criteria: Page 9 MTC StreetSaver
Temple City
Date Printed 1011 8/2006
Needs -Treatment/C ost Details PMS1011
Inflation Rate = 3.00%
St iD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
A_FJRO 07-0J ALLEY EAST OF ROSEMEAD 100 AC Other 2009 SLURRY SEAL $1.273
BLVD.
A_S/BR 07-03 ALLEY SOliTH OF 100 AC Other 2009 SLURRY SEAL $3 .11 2
BROADWAY
A_SILI 11-04 ALLEY SOUTH OF LIVE OAK 100 AC Other 2009 SLURRY SEAL $1.344
AVENUE
A_W/BA 11-04 ALLEY WEST OF BALDW IN 100 AC Other 2009 SLURRY SEAL $31!9
AVENUE
ACASOD 09-03 ACASODRIVE 76 AC Resi dential/Local 2009 SINGLE CHIP SEAL $IJ79
AE/CLO 05-04 ALLEY EAST OF CLOVERLY 56 AC Other 2009 THICK AC OVER LA Y(2.5 INCHES) $1R ,766
AVENUE
AEIKAU 05-04 ALLEY EAST OF KAUFFMAN 55 AC Other 2009 THICK AC OVERLA Y(2.5 INCHES) $18.7 66
AVENUE
AEITC 05-04 ALLEY EAST OF TEMPLE 56 AC Ot her 2009 THICK AC OVERLA Y(2.5 INCHES ) $18.7 66
CITY BLVD
ARDEND 15A-01 ARDEN DRIVE 60 AC Collector 2009 THICK AC OVERLA Y(2 .5 INC HES ) $2 11.650
ARDEND 15H-01 ARDEN DRIVE 60 AC Co ll ector 2009 THICK AC OVERLA Y(2.5 INCHES) $98.770
ARDEND 15C-01 ARDEN DRIVE 60 AC Collector 2009 THICK AC OVER LA Y(2.5 INCHES ) $16.9:12
ARDEND 15D-OJ ARDEN DRIVE 60 AC Collector 2009 THICK AC OVERLA Y(2.5 INCHES) $21.407
ARDSLE 09-03 ARDSLEY DRIVE 56 AC Rcs idcntialfLocal 2009 THICK AC OVERLA Y(2.5 INCHES ) $70.751
ARROWO 15-01 ARROWOOD STREET 12 AC Rcsiden tiaVLocal 2009 SINGLE CHI P SEAL $1.952
ARROWO 17A-01 ARROWOOD STREET 72 AC ResidcnliaVLoc al 2009 SINGLE CH IP SEAL $690
AS -LAS 05-04 ALLEY SOUTH OF LAS 53 AC Ot her 2009 THICK AC OVER LA Y(2.5 INCHES ) $X.426
TUNAS DRIVE
AVONAV OIA-06 AVON AVENUE 38 AC Colh .. 'Ctor 2009 RECONSTRUCTSTR UCTURE(AC) .')5 3.3 21
AVONAV 01B-06 AVON AVENUE 38 AC Collector 2009 RECONS TR UCTSTRUCTURE(AC) $26.138
AWfT'C 05-04 ALLEY WEST OF TEMPLE 56 AC Other 2009 THICK AC OVERLA Y{2 .5 INCHES ) $18.766
CITY BLVD
BISBYS 09-03 BISBY STREET 72 AC Residential/Local 2009 SINGLE CHIP SEAL $2.54 6
BOGUE 15A -OI BOGUE STREET 77 AC RcsidcntiaVL ocal 2009 SINGLE CHIP SEAL $1.931
BOGUE 158-01 BOGUE STREET 17 AC Residential/Loc al 2009 SINGLE CHIP SEAL $1.172
BOGUES 11-04 BOGUE STREET 36 AC Re sidential/Loc al 2009 THICK AC OVERLA Y(2 .5 INCHES) $61.681
BROADW IIA-04 BROADWAY 79 AC CollL'Ctor 2009 SINGLE CHIP SEAL $5.493
Sch:ction Criteria: Page 10 MTC StrcetS avcr
Temple City
Date Printed 10/18/200 6
Needs-Treatment/Cost Details PMSIO II
Inflation Rate = 3.00%
StiD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
BROADW IIB-04 BROADWAY 79 AC Collector 2009 S INGLE C HIP SEAL $6.302
BURTON 01-06 BURTON A VENUE 68 AC Collector 2009 SINGLE CHIP SEAL $10.220
CAM BUR I I-2.4 CAMBURY AVENUE 73 AC Rt:sidentiai/Local 2009 SINGLE CHIP SEAL $3,660
CAM ELL O:'i-45 CAMELLIA A VENUE 60 AC Collector 2009 THICK AC OVERLA Y(2 .5 INCHES) $260.148
CRAIGL 030-0:'i CRAIGLEE STREET 76 AC Residential/Local 2009 SINGLE CHIP SEAL $637
DAINES 09B-02 DAINES DRIVE 79 AC Collector 2009 SINGLE C HIP SEAL $972
DALEY I 17-01 DALEY lEW A VENUE 78 AC CoiJL'Ctor 2009 SINGLE CHIP SEAL $5.304
DAN BUR 178-01 DANBURY STREET 96 AC RcsidentialiLocal 2009 SLURRY SEAL $&89
DUFFYS 11-04 DUFFY STREET 73 AC RcsidcntialiLocal 2009 SINGLE CHIP SEAL $2.953
ENCINI 05C-05 ENCI NITA AVENUE 67 AC Collector 2009 SINGLE CHIP SEAL $2.1 50
ENCINI :'iB-45 ENCINITA A VENUE 67 AC Collector 2009 S I NGLE CHIP SEAL $9.654
FATRHA 15-01 FAIRHALL STREET 72 AC ResidentiaVLocal 2009 SINGLE CHIP SEAL $2.130
FIESTA 09-03 FIEST A A VENUE 75 AC Residential/Local 2009 SINGLE CHIP SEAL $8.148
FLAHER 05C-05 FLAHERTY STREET 74 AC ResidentiaVLoca l 2009 SINGLE CHIP SEAL $3.:195
FREERS 15A-OI FREER STREET 76 AC Collector 2009 THIN AC OVERLA Y(l.5 INCHES) $13.094
FREERS 15B-Ol FREER STREET 76 AC Collector 2009 THI N AC OVERLA Y(1.5 I NCHES) $53,7 75
FREERS 15C-01 FREER STREET 76 AC Collector 2009 THIN AC OVERLAY( I .5 I NCHES) $22.173
GLICKM BA-02 GLICKMAN A VENUE 67 AC Collector 2009 SINGLE CHIP SEAL $6.747
GRACEW 13A-02 GRACEWOOD AVENUE 100 AC Residential/Local 2009 SLURRY SEAL $2.994
HALLWO 11-02 HALLWOOD DRIVE 74 AC RcsidentiaVLocal 2009 S INGLE CHIP SEAL $2.334
JAYLEE 03-05 JA YLEE DRIVE 80 AC ResidentiaVLocal 2009 SINGLE CHIP SEAL $1.8 57
KEYWES 09-03 KEY WEST STREET 79 AC ResidcntiaVLocul 2009 SINGLE CH IP SEAL $1.662
KEYWES I I-02 KEY WEST STREET 73 AC Residential/Local 2009 SINGLE CHIP SEAL .$2.33 4
LAROSA 07-03 LA ROSA DRIVE 72 AC Rcsidcntial/Locul 2009 SINGLE CHIP SEAL $1.650
LAROSA 09-03 LA ROSA DRIVE 76 AC Collector 2009 S INGLE CHIP SEAL $1 1,203
LORAST 17-01 LORA STREET 73 AC Residenti al/Lucal 2009 THIN AC OYERLA Y(l.5 INCHES) $10.92..1
LYNROS 15-0 1 L YNROSE STREET 72 AC Residential/Local 2009 SINGLE CH IP SEAL $1.686
MCCULL 17A-01 McCULLOCH AVENUE 78 AC Collector 2009 S INGLE CHIP SEAL $5.071
MCCULL 17B-01 McCULLOCH A VENUE 78 AC Collt.'Ctor 2009 S INGLE CHIP SEAL $1.485
MCCULL 17C-OI McCULLOCH A VENUE 78 AC Collector 2009 SINGLE CHIP SEAL $2,01 6
Selection Criteria: Page I I MTC StreetSavcr
Temple City
Date Printed 10/1 8/2006
Needs-Treatment/Cost Details PMSIOII
Inflation Rate = 3.00%
StiD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
NAD INE 09-02 NAD INE STREET 74 AC Residential/Local 2009 SINGLE CHIP SEAL $2.193
OLEMAS 03A-05 OLEMA STREET 56 AC Residentia l/Local 2009 THICK AC OVERLA Y(2.S INCHES ) $54.787
PAL_MA 15A-Ol PAL MALL· L. AZUSA TO 61 AC Collector 2009 THICK AC OVERLA Y(2 .5 INCHES ) $195.564
FREER
PAL_MA 158-01 PAL MALL· FREER TO LIVE 61 AC Collector 2009 THICK AC OVERLA Y(2 .5 INCHES) $83.854
OAK
PAL_MA 15C-01 PAL MALL -L. AZUSA TO 61 AC Collector 2009 THICK AC OVERLA Y(2 .5 INCH ES) $97.601
FREER
PEN1LA 07 -03 PEN1LAND STREET 72 AC Rcsi dl.!ntiui/Locul 2009 SINGLE CHIP SEAL $813
PENTI..A 09-0J PENTLAND STREET 73 AC Residential/Local 2009 SINGLE CHIP SEAL $11.98!:1
RlOHON 09-03 RIO HONDO A VENUE 78 AC Collector 2009 SINGLE CHIP SEAL $6.769
ROSEGL 09 -03 ROSEGLEN STREET 100 AC Residential/Loc al 2009 SLURRY SEAL $1.241
ROWLAN 05-05 ROWLAND A VENUE 80 AC Resident ial/Local 2009 THIN AC OVERLAY ( 1.5 INCH ES) $12.60:1
RYLAND 13A-02 RYLAND AVENUE 74 AC Residentia l/Local 2009 SINGLE CHIP SEAL $5.5 17
RYLAND 13C-02 RYLAND AVENUE 74 AC Residential/Local 2009 SINGLE CHIP SEAL $2.829
SPARKL 098-03 SPARKLETT STREET 72 AC Residential/Local 2009 SINGLE CHIP SEAL .~1 .026
SPARKL I5-01 SPARKLETT STREET 72 AC Residential/Local 2009 SINGLE CHIP SEAL $2.130
STJ AME 05-05 SAINT JAMES DR IVE 56 AC Residential/Local 2009 SINGLE CHIP SEAL $1.082
SULTAN OI -06 SULTANA AVENUE 76 AC Collector 2009 SINGLE CHIP SEAL $12.342
SULTAN 7A-03 SULTANA AVENUE 78 AC Collector 2009 SINGLE CHIP SEAL $5.2X1
WEN DON OI-06 WENDON STREET 72 AC Residential/Local 2009 SINGLE CH IP SEAL $1.502
WILDFL 17-01 WILDFLOWER ROAD 72 AC Residentia II Local 2009 SINGLE CHIP SEAL $1.5 38
WILLMO 11-2.4 WILLMONTE A VENUE 74 AC Residential/Local 2009 SINGLE CH IP SEAL $6 .1l25
ZADELL 13-02 ZADELL A VENUE 73 AC Residential/Local 2009 SINGLE CH IP SEAL $2JI3
A_N/LA 01-04 ALLEY NORTH OF LAS 58 AC Other 20 10 THICK AC OVER LA Y(2 .5 INCHES) $46.942
TUNAS DRIVE
A_NILA 07 -06 ALLEY NORTH OF LAS 56 AC Or her 2010 THICK AC OVERLA Y(2.5 INCHES) $16.173
TUNAS DRIVE
A_SILA 07 -06 ALLEY SOUTH OF LAS 56 AC Other 2010 THICK AC OVERLA Y(2.5 INCHES) $16 .765
TUNAS DRIVE
BLACKL 09-03 BLACKLEY STREET 72 AC Arterial 2010 SEAL CRACKS $60
BROADW 07A-O.l BROADWAY 100 AC Collector 2010 SLURRY SEAL $167
Se lection Criteria : Page 12 MTC S trcctSavcr
Temple City
Date Printed I 0/18/2006
Needs-Treatment/Cost Details PMS1011
Inflation Rate = 3.00%
Still Seem Road Name PCI Surface Functional Class Year Treatment Cost
BROADW 078-03 BROADWAY 100 AC Collector 2010 SLURRY SEAL $5.362
BROADW 07C-U3 BROADWAY 100 AC Collector 20 10 SLURRY SEAL $8.329
CLOVER 098-03 CLOVERLY AVENUE 7 1 AC Collector 2010 SINGLE CHIP SEAL $8.917
CLOVER 09C-03 CLOVERLY A VENUE 71 AC Collector 20 10 SINGLE CHIP SEAL $1.361
CLOVER 09D-03 CLOVERLY A VENUE 71 AC Collector 2010 S INGLE CHIP SEAL $4.677
CLOVER 09E-03 CLOVERLY A VENUE 71 AC Collector 2010 S INGLE CHIP SEAL $4.638
CLOVER 09P-04 CLOVERLY A VENUE 71 AC Collector 2010 SINGLE CHIP SEAL $2.076
CLOVER 09G-03 CLOVERLY AVENUE 71 AC Colll!c tor 2010 S INGLE CHIP SEAL $2.215
DAINES 13A-02 DAINES DRIV E tOO AC Collector 2010 SLURRY SEAL $7.212
DAINES 13B-02 DAINES DRIVE 100 AC Collt:ctor 2010 SLURRY SEAL $1.499
DAINES 15A-01 DAINES DRIVE 100 AC ColiL'Ctor 2010 SLURRY SEAL $1.107
DAINES 158-01 DAINES DRIVE 100 AC Collector 2010 SLURRY SEAL $8.305
ELMONT 12-01 EL MONTE AVENUE 72 AC Arterial 2010 SEAL CRACKS $154
EMPERO 03A-05 EMPEROR A VENUE tOO AC Collector 2010 SLURRY SEAL $474
EMPERO 03C-05 EMPEROR A VENUE 100 AC Collector 2010 SLURRY SEAL $1.439
ENCINl 03A-05 ENCINITA AVENUE 44 AC Collector 2010 RECONSTRUCTSTRUCTURE(AC) $67,804
FREERS 13-01 FREER STREET 56 AC Residcntiai/Locul 2010 THICK AC OVERLA Y(2.5 INCHES ) $19.807
GIDLEY 09A-03 GIDLEY STREET 100 AC Collector 2010 SLURRY SEAL $2.240
GOLDEN 03-05 GOLDEN WEST A VENUE 98 AC Collector 2010 SLURRY SEAL $6JI4
HARKER 07-06 HARKER AVENUE 58 AC Rcs idcnti ai/Loc::~l 2010 THICK AC OVERLA Y(2.5 INCHES) $51.572
HILTON 09A-0.'\ HlL TON AVENUE 66 AC Residential/Local 2010 S INGLE CHIP SEAL $1.989
HILTON 098-03 HILTON A VENUE 66 AC ResidcntiaVLoc:JI 2010 SINGLE CHIP SEAL $837
HILTON 09C-04 HIL TON A VENUE 57 AC Resi d ential/Local 2010 T HICK AC OVERLA Y(2.5 INC HES ) $20.347
LIVEOA 04A-04 LIVE OAK AVENUE 68 AC Arteri:JI 2010 SEAL CRACKS $116
OLIVES 07A-03 OLIVE STREET 100 AC Collector 2010 SLURRY SEAL $7.780
OLIVES 078-03 OLIVE STREET ]()() AC Collector 2010 SLURRY SEAL $3 .61 8
OLIVES 07C-03 OLIVE STREET tOO AC Collector 2010 SLURRY SEAL $1.661
OLIVES 09-03 OLIVE STREET 100 AC Collector 2010 SLURRY SEAL $13,113
OLIVES 11-02 OLIVE STREET 100 AC Coll ector 2010 SLURRY SEAL $12,82 1
OLIVES 13-02 OLIVE STREET 100 AC Collector 2010 SLURRY SEAL $9.665
Selection Criteria: Page 13 MTC StrcctSuvcr
T emple City
Date Printed 10118/2006
Needs -Treatment/Cost Details PM S JOII
Inflation Rate = 3.00%
St iD SeciD Road Name PCI Surface Functional Class Year Treatment Cost
OLIVES 15-1 .2 OLIVE STREET 100 AC Collector 2010 SLURRY SEAL $11.()73
PRIMRO 5B-05 PRIMROSE A VENUE 70 AC Collec tor 2010 SINGLE CHIP SEAL $.3.278
RENOAV 01 -06 RENO AVENUE 100 AC Collector 2010 SLURRY SEA L $11.455
WOOLLE 03-05 WOOLLEY STREET 40 AC Rcsidenlial/Local 2010 THICK AC OVERLA Y(2.5 INCHES ) $91.186
A_EffE 11-02 ALLEY EAST OF TEMPLE 63 AC Othe r 2011 SEAL CRACKS $11
CITY BLVD
A_SIFR 17-01 ALLEY SOUTH OF FREER 67 AC Other 2011 SEAL CRACKS $9
STREET
A_SILO 09-03 ALL. SOUTH OF LOWER 61 AC Other 2011 SEAL CRACKS $6
AZUSA ROAD
AGNESA 05-04 AGNES A VENUE 69 AC Collector 2011 SEAL CRACKS $105
AGNESA llB-02 AGNES AVENUE 74 AC Collector 2011 SINGLE CHIP SEAL $6.228
AGNES A I IC-04 AGNES A VENUE 74 AC Collector 2011 SINGLE CHIP SEAL $6,701!
ALES SA 05-04 ALESSANDRO A VENUE 59 AC Residential/Local 2011 THICK AC OVERLAY(2 .5 INCHES) $205.549
ALLEYS 17-01 ALLEY SOUTH OF DA INES 38 AC Other 2011 RECONSTRUCT STRUCTURE (AC) $12.K25
A SILAS 07-06 ALLEY SOUTH OF LAS 50 AC Other 2011 SEAL CRACKS $14
TUNAS DRIVE
AS/LOW 11-02 ALL. SOUTH OF LOWER 66 AC Other 2011 SEAL CRACKS $6
AZUSA ROAD
BARELA IIA-02 BARELA A VENUE 52 AC Residen tiai/Local 2011 SEAL CRACKS $23
BARELA l i B-02 BARELA A VENUE 48 AC Collector 2011 SEAL CRACKS $24
BIRCH L 13-02 BIRCHLAND PLACE 58 AC Residen tial/Local 2011 SEAL CRACKS $17
CALLIT 03 -05 CALLITA STREET 64 AC Residential/Local 2011 SEAL CRACKS $16
CAMELL IIA-02 CAMELLIA A VENUE 63 AC Resident ial/Local 2011 SEAL CRACKS $35
CAM ELL IIB-02 CAMELLIA A VENUE 63 AC Residential/Local 20 11 SEAL CRACKS $5
DAINES 09A-03 DA INES DRIVE 73 AC Collec tor 20 11 SINGLE CHIP SEAL $5 .077
DEGAS A 13A-02 DEGAS A VENUE 52 AC Residential/Local 20 11 SEAL CRACKS $6
DEGAS A 138-02 DEGAS A VENUE 52 AC Residential/Local 20 11 SEAL CRACKS $5
ELMAVE 01-06 ELM AVENUE 100 AC Collector 201 1 SLURRY SEAL $2.795
ENC INI 038-05 ENC INITA AVENUE 54 AC Collector 2011 SEAL CRACKS $17
ENCINT 07-3.4 ENCIN ITA AVENUE 68 AC Collector 2011 SEAL CRACKS $217
GRACEW 138-02 GRACEWOOD AVENUE 52 AC Residential/Local 2011 SEAL CRACKS $4
Selec tion Criteria: Page 14 MTC StreetSaver
T emple City
Date Printed I 0/1 812006
Needs - T r ea t ment/Cost Details PMSIOII
Inflatio n Rate = 3.00%
StiD Sec lD Roa d Na me P CI Surface Functional Class Year Treatmen t Cost
GRACEW 13C-02 GRACEWOOD AVENUE 52 AC Residential/Local 2011 SEAL CRACKS $6
GRANDA 17A-01 GRAND A VENUE 69 AC Collector 2011 SEAL CRACKS $8 1
GRANDA 178-01 GRAND A VENUE 69 AC Coll ector 2011 SEAL CRACKS $22
HALLOW 15A-Ol HALLOWELL A VENUE 39 AC Residenti a l/Local 2011 RECONSTRUCTSTRUCTURE (ACl $111.66!!
HALLOW 158-01 HALLOWELL A VENUE 51 AC Residential/Local 201 I SEAL CRACKS $9
HALLOW 15C-O I HALLOWELL A VENUE 51 AC Residential/Local 2011 SEAL CRACKS $25
HELEOA 09A-03 HELEO A VENUE 73 AC C ollector 201 1 SINGLE CHIP SEAL $7.181
HELEOA 098-04 HELEO A VENUE 72 AC C o llector 20 1 1 SINGLE CHIP SEAL $1.886
HERMOS 0 1-06 HERMOSA DRIVE 71 AC C o llector 201 1 SEAL CRACKS $17 9
IVARAV 0 1-06 IVARAVENUE 64 AC C o ll ector 2011 SINGLE CHIP SEAL $9.886
LAROSA I IA-02 LA ROSA DRIVE 46 AC Collector 201 I SEAL CRACKS $46
LAROSA I tB-02 LA ROSA DRIVE 46 AC C ollector 201 1 SEAL CRACKS $3 1
LAROSA IIC-02 LA ROSA DRIVE 46 AC Co llector 2011 SEAL CRACKS $11
LAROSA 110-02 LA ROSA DRIVE 46 AC Colk'Ctor 201 1 S EAL CRACKS $8
LIVJAA 03-05 LIVIA A VENUE 72 AC Collector 2011 SINGLE CHIP SEAL $6.325
M !LOAN 15-01 M ILOANN STREET 67 AC Residential/Local 2011 SEAL CRACKS $6
MUSCAT 01-06 MUSCATEL A VENUE 64 AC Collector 2011 SEAL CRACKS $169
NADINE 13-02 NADINE STREET 25 AC Res idential/Local 201 1 SEAL CRACKS $1 9
ROCCUS 01-06 ROCCUSLANE 6 1 AC Rcs identiai!Locul 2011 SINGLE CHIP SEA L s1.o:m
TRELAW 03-05 TRELA WNEY A VENUE 28 AC Rcs idcmiai/Local 2011 SEAL CRACKS $15
WORKMA 05-04 WORKMAN A VENUE 67 AC Collector 2011 SEAL CRACKS $1R7
WORTH! 01-06 WORTHINGTON DRIVE 60 AC Residential/Local 2011 THICK AC OVERLA Y(2.5 INCHES) $D.900
Sl!lection Criterio: Page 15 MTC StreetSaver
APPENDIX
D
Temple City
Date Printed 10/1 8/2006
Scenarios -Sections Selected for Treatment PMSI026
Interest: 5.00%
:k£!!: Budget
2007 $100.000
2010 $100.000
Street Name Beginning
Location
Year: 2007
CLOVERLY A VENUE LOWER AZUSA ROAD
CLOVERLY A VENUE !50S. KENNERLY
STREET
CLOVERLY A VENUE 150 N . KENNERLY
STREET
CLOVERLY AVENUE BROADWAY
CLOVERLY AVENUE WEDGEWOOD STREET
DAINES DRIVE HILTON A VENUE
HALDEMAN STREET BURTON AVENUE
HELEO A VENUE LOWER AZUSA DRIVE
CAMINO REAL OAK AVENUE
SULTANA AVENUE BROADWAY
TEMPLE CITY 560 S . LOWER AZUSA
BOULEVARD ROAD
TEMPLE CITY BNIEATON WH/1051
BOULEVARD
TEMPLE CITY BS/EATONWH/1051
BOULEVARD
**-Treatment from Project Selection
Selection Crit~ria:
Sc.:narios Criteria:
PMAmt Year
10% 2008
10% 2011
Ending
Location
150 S. KENNERLY
STREET
150 N. KENNERLY
STREET
OLIVE STREET
WEDGEWOOD STREET
LIVE OAK A VENUE
CLOVERLY A VENUE
310E. BURTON
AVENUE
LA ROSA DRIVE
115 WEST BRENTMEAD
AVENUE
JOO S. LAS TUNAS
DRIVE
BN/EATON WH/1051
BS/EATON WH/1051
SPB 493 .3
Inflation: 3.00% Scenario: I
Budget PMAmt Year Budget PMAmt
$100.000 10% 2009 $100.000 lO'k
$100.000 10%
Street ID Section ID FC Surface PCI Cost Rating Treatment
CLOVER 09B·03 c AC 77 $8.160 89.715 SINGLECHIPSEAL
CLOVER 09C-03 c AC 77 $1.246 89.7 15 S I NGLE CH IP SEAL
CLOVER 090-03 c AC 77 $4.280 89.715 S INGLE CHIP SEAL
CLOVER 09F-04 c AC 77 $1.900 89,715 SINGLECHIPSEAL
CLOVER 09G-03 c AC 77 $2.027 89.715 SINGLE CHIP SEAL
DAINES 09A-m c AC 79 $4.511 91.674 SINGLE CHIP SEAL
HALDEM 01-06 R AC 79 $896 86,291 SINGLE CHIP SEAL
HELEOA 09A-03 c AC 79 $6.380 89.828 SINGLE CHIP SEAL
Treatment Total $29.399
CAMINO 03A-05 c AC 95 $1.492 1 13.ll26 SLURRY SEAL
SULTAN ?C-3 .6 c AC 85 $1.200 110.167 SLURRY SEAL
TEMPLE RD-02 A AC 9 1 $5.013 144.274 SLURRY SEAL
TEMPLE 8E-02 A AC 90 $335 140.943 SLURRY SEAL
TEMPLE RF-02 A AC 91 $1.467 144.274 SLURRY SEAL
Page MTC StreetSaver
Scenarios -Sections Selected for Treatment Date Printed IO/l!V2006
PMSI026
Scenario: I
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
WEDGEWOOD STREET 570 EAST CLOVERLY 700 EAST CLOVERLY WEDGEW 09C-04 R AC 93 $433 77 .767 SLURRY SEAL
AVENUE AVENUE
Treatment Total $9.941
BLACKLEY STREET ENC INIT A A VENUE 840 E. CLOVERLY BLACKL 09 -03 A AC 100 $11.080 459.567 THICK AC ()VERLA Y(2.5
AVENUE INCHES )
EL MONTE A VENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMON T 12-01 A AC 100 $28.187 458 .679 THICK AC OVER LA Y(2 .5
ROAD AVENUE INC HES)
LIVE OAK A VENUE ENCIN ITA A VENUE BALDWIN A VENUE LIVEOA 04A-04 A AC 100 $11301 456.593 THICK AC OVERLA Y(2 .5
INC HES )
Treatment Total $60568
Year 2007 Total $99,907
Year: 2008
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AE/CAM 05-04 0 AC 7H $1.065 83.552 SINGLE CH IP SEAL
CAMELLIA A VENUE TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZ USA AGNESA IIA-04 c AC 78 $1 .115 87 .629 SINGLE CHIP SEAL
ROAD
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNES A 11B-02 c AC 77 $5,699 88.2 19 SING LE CHI P SEAL
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNES A llC-04 c AC 77 $6.139 88 .219 SINGLE CHIP SEAL
ALESSANDRO A VENUE LOWER AZUSA ROAD LA ROSA DRIV E ALES SA 9A-03 c AC 78 $6.571 87.629 SINGLE CHIP SEAL
ALESSANDRO A VENUE LA ROSA DRIVE BLACKLEY STREET ALESSA 98-03 c AC 78 $3.687 87.629 SINGLE CH IP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALES SA 9C-03 c AC 78 $1.4 19 87.629 SINGLE CH IP SEAL
ALESSANDRO A VENUE BROADWAY LIVE OAK A VENUE ALES SA 9D-04 c AC 78 $3.388 87.629 SING LE CH IP SEAL
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALL EYE 05-04 0 AC 7H $1.065 83.552 SINGLE CHIP SEAL
CLOVERLY A VENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN A VENUE ALLEYN 05-04 0 AC 78 $4.006 83.552 SINGLE CH IP SEAL
TUNAS DRIVE
ALLEY WEST OF ALLEY NORTH OF LAS WOODRUFF A VENUE ALLEYW 05-04 0 AC 79 $1.065 83 .694 SINGLE CH IP SEAL
TEMPLE CITY BLVD TUNAS DRIVE
** -Treatment trorn Project Selection Page 2 MTC StreetSaver
Selection Criteria :
Sc~nnrios Crilcria :
Scenarios -Sections Selected for Treatment Date Printed 10118/2006
PMSJ026
Scenario: I
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatmen t
CLOVERLY A VENUE GIDLEY S'ffiEET LOWER AZUSA ROAD CLOVER 09A-03 R AC 77 $2.019 82.619 SI NG LE CHIP SEAL
CLOVERLY A VENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 75 $4.372 83,590 SINGLE CHIP SEA L
DOREEN AVENUE LOWER AZUSA ROAD FREER STREET DOREEN 15 -01 R AC 78 $10.218 8.l59R SI NG LE C HI P SEAL
FARAGO AVENUE GRAND A VENUE FREER STREET FARAGO 17A -O I R AC 78 $5.150 83.576 SINGLE CHIP SEAL
FARAGO A VENUE FREER STREET 365 N. FREER STREET FARAGO 178-0I R AC 78 $1,086 83.57 6 SINGLE CHIP SEA L
FLAHERTY STREET ENCIN ITA AVENUE 375 E. ENCIN ITA FLAHER 05A-05 R AC 78 $1.116 8.U52 SINGLE CHIP SEAL
AVENUE
HALLWOOD DRIVE 215 W. PAL MAL 480 E. PAL MAL HA LLWO 15-02 R AC 78 $2.068 83598 SINGLE CHIP SEAL
AVEN UE AVENUE
HELEO A VENUE 580 S . LIVE OAK LIVE OAK A VENUE HELEOA 098-04 c AC 75 $1.726 83 .24 8 SINGLE CHIP SEAL
AVENUE
HILTON A VENUE DAINES DR IVE 265 N. DAINES DR IVE HILTON 098-03 R AC 72 $789 8 1,069 SINGLECHIPSEAL
LIVIA A VENUE LONGDEN A VENUE EMPEROR AVENUE LIVIAA 03 -0.~ c AC 75 $5.789 83.213 SINGLE CHIP SEAL
LYNROSESTREET 415 W. McCULLOCH McCULLOCH A VENUE LYNROS 17-01 R AC 78 $l.:Bo !13,58.~ SINGLE CHIP SEAL
AVENUE
PRIMROSE A VENUE LONGDEN A VENUE 300 N. LONGDEN PRIMRO 03-05 R AC 78 $1.030 1!3 .552 SINGLE CHIP SEAL
AVENUE
ROSEGLEN STREET 215 W. PAL MAL 480E. PAL MAL ROSEGL 15-01 R AC 7 8 $2,06 8 83.598 SINGLE CHIP SEAL
AVENUE AVENUE
ROWLAND A VENUE LIVE OAK AVENUE 275 N. GARIBALDI ROWLAN 05-04 c AC 78 $12.030 87.59ll SINGLE CH IP SEAL
AVENUE
RYLAND AVENUE 290 S. LA ROSA DRIVE LA ROSA DR IVE RYLAND 138-02 R AC 78 $1.36 1 83.556 SI NGLE CHIP SEA L
SPARKLE1T STREET FRATUS DRIVE ALESSANDRO A VENUE SPARKL 09A-03 R AC 78 $2.403 83.245 SINGL E CHIP SEAL
Treatment Total $89.875
ALLEY WEST Of' AN/DANBURY STREET 330 N. AN/DANBURY A_ WIPE 17-01 0 AC 91 $412 80J47 SLURRY SEAL
PERS IMMON A VENUE STREET
FREER STREET McCULLOCH A VENUE DALEV IEW A VENUE FREERS 178-0 1 c AC 92 $1.479 110.9 14 SLURRY SEAL
FREER STREET FARAGO A VENUE SANTA AN ITA AVENUE FREERS 17D-OI c AC 92 $1.339 110.914 SL URRY SEAL
TEMPLE CITY LIVE OAK A VENUE BROADWAY TEMPLE 88-04 A AC 89 $6,5 58 142.885 SLU RRY SEAL
BOULEVARD
** -Treatment from Pr~ject Selection Page 3 MTC StrcctSavcr
Selectio n Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMS \026
Scenario: I
Beginning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
Treatment Total $9,787
Year 2008 Total $99,662
Year: 2009
BISBY STREET FIESTA A VENUE TEMPLE CITY B!SBYS 09-03 R AC 78 $2.546 81.224 SINGLE CHIP SEAL
BOULEVARD
CAMBURY A VENUE OLIVE STREET LIVE OAK AVENUE CAM BUR 11-2.4 R AC 78 $3 .660 80.7 12 SINGLE CHIP SEAL
DALEVIEW A VENUE GRAND A VENUE FREER STREET DALEVI 17-01 c AC 79 $5.304 86.988 SINGLE CHIP SEAL
FlESTA AVENUE BISBY STREET LA ROSA DRIVE FIESTA 09-03 R AC 79 $8.148 81.155 SINGLE CHIP SEAL
FLAHERTY STREET GOLDEN WEST ROWLAND A VENUE FLAHER 05C-05 R AC 79 $3.395 I! 1.257 SINGLE CHIP SEAL
AVENUE
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 77 $11.203 R4.496 SINGLE CHIP SEAL
BOULEVARD
McCULLOCH A VENUE FREER STREER DAINES DRIVE MCCULL 17A-01 c AC 79 $5.071 87.001 SINGLE CHIP SEAL
McCULLOCH A VENUE DAINES DRIVE 150 S. LYNROSE MCCULL 178-01 c AC 79 $1.485 87.001 SINGLE CHIP SEAL
STREET
McCULLOCH A VENUE 150 S. LYNROSE 220 S. LIVE OAK MCCULL 17C-OI c AC 79 $2 ,016 87.00 1 SINGLE CH IP SEAL
STREET AVENUE
NADINE STREET 620 W. TEMPLE CITY TEMPLE CITY NAD INE 09-02 R AC 79 $2,193 81.259 SINGLE CHIP SEAL
BOULEVARD BOULEVARD
PENTLAND STREET ENC INITA AVENUE 890 E. CLOVERLY PENT LA 09-03 R AC 78 $11.91!R 80.723 SINGLE CHIP SEAL
AVENUE
RIO HONDO A VENUE LOWER AZUSA ROAD LA ROSA DRIVE RIOHON 09-0 3 c AC 79 $6.769 86.897 SING LE CHIP SEAL
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN A VENUE SULTAN 01-06 c AC 77 $12.342 84,389 SINGLE CH IP SEAL
SULTANA A VENUE ACASO DRIVE SERENO DRIFE SULTAN 7A -03 c AC 79 $5.2 81 86,928 SINGLE CHIP SEAL
WENDON STREET 490W. AVON AVENUE AVON AVENUE WEN DON 01 -06 R AC 78 $1.502 80.494 SINGLE CHIP SEAL
WILLMONTE A VENUE LOWER AZUSA ROAD DUFFY STREET WILLMO 11-2.4 R AC 79 $6.825 81.259 SINGLE CH IP SEA L
--Treatment Total $89.727
** -Treatment from Prqject St:lection Page 4 MTC StrcetSavcr
Selection Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed I 0/18/2006
PMS J026
Scenario: I
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
CAMINO REAL I 15 WEST BRENTMEAD TEMPLE CITY CAMINO 03B-05 c AC 94 $4.143 121.928 SLURRY SEAL
AVENUE BOULEVARD
FLAHERTY STREET CLOVERLY A VENUE PRIMROSE A VENUE FLAHER 058-05 R AC 89 .)2.033 102566 SLU RRY SEAL
FREER STREET DALEVIEW A VENUE FARAGO AVENUE FREERS 17C-01 c AC 91 $2,101 110,0 19 SLURRY SEAL
LONGDEN A VENUE 200 W. KAUFFMAN KAUFFMAN A VENUE LO NG DE O~iD-05 c AC 87 $!!49 96.496 SLURRY SEAL
AVENUE
LOWER AZUSA ROAD BALDWIN A VENUE 113 E. BALDWIN LOWER 06C-02 A AC 93 $826 84.352 SLURRY SEAL
AVENUE
Treatment Total $9,952
Year 2009 Total $99,679
Year: 2010
ARROWOOD STREET PAL MAL A VENUE 460 E. PAL MAL ARROWO 15-0 1 R AC 76 $2,011 77.709 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 22.'i W. DALEVIEW DALEVIEW A VENUE ARROWO 17A-Ol R AC 76 $710 77.701 SINGLE CHI P SEAL
AVENUE
BOGUE STREET BALDWIN A VENUE GLICKMAN A VENUE BOGUES 13-02 R AC 19 $5.726 78.656 SINGLE CHIP SEAL
CLOVERLY A VENUE LOWER AZUSA ROAD 150 S. KENNERLY CLOVER 098-03 c AC 79 $8 ,91 7 !l:\,21 0 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE 150 S. KENNERLY 150 N. KENNERLY CLOVER 09C-03 c AC 79 $1,361 H3 .210 SINGLE CHIP SEAL
STREET STREET
CLOVERLY A VENUE 150 N. KENNERLY OLIVE STREET CLOVER 09D-03 c AC 79 $4,677 83.210 SINGLE CHIP SEAL
STREET
CLOVERLY AVENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 79 $4,638 83.044 SINGLE CHIP SEAL
CLOVERLY A VENUE BROADWAY WEDGEWOOD STREET CLOVER 09F-04 c AC 79 $2,076 !!3.210 SINGLE CHIP SEAL
CLOVERLY A VENUE WEDG EWOOD STREET LIVE OAK AVENUE CLOVER 09G-03 c AC 79 $2.2 15 83.210 SINGLE CH IP SEAL
DAINES DRIVE 275 W. TEMPLE CITY TEMPLE CITY DAINES 098-02 c AC 15 $1.002 66.526 SINGLE CHIP SEAL
BOULEVARD BOULEVARD
DANBURY STREET 375 W. PAL MAL PAL MAL A VENUE DA NBUR 15-01 R AC 78 $1.639 78.22 1 SI NGLE CHIP SEAL
AVENUE
** · Treatment from Project Selection Page 5 MTC SLreetSaver
Selection Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10118/2006
PM$1026
Scenario: I
Beginning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
DUFFY STREET 1!35 W. BALDWIN BALDWIN A VENUE DUFFYS 11-04 R AC 77 $3.041 78.064 SINGLE CHIP SEAL
AVENUE
FAIRHALL STREET 235 W. PAL MAL 460 E. PAL MAL FAIRHA 15-01 R AC 76 $2,194 77.709 SINGLE CHIP SEAL
AVENUE AVENUE
FORTSON DRIVE LOMAAVENUE ENCIN ITA A VENUE FORTSO 03-05 R AC 79 $1.7JO 78 .646 SINGLE CHIP SEAL
HALLWOOD DRIVE GOLDEN WEST AGNES A VENUE HALLWO 11 -02 R AC 76 $2.404 77 .748 SINGLE CHIP SEAL
AVENUE
HILTON AVENUE DAINES DRIVE 265 N. DAINES DRIVE HILTON 098-03 R AC 78 $837 78.240 SINGLE CHIP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN A VENUE HOW LAN 11-02 c AC 78 $6.447 73,194 SINGLE CHIP SEAL
AVENUE
KEY WEST STREET GOLDEN WEST AGNES A VENUE KEYWES l l-02 R AC 77 $2.404 7lW64 SI NGLE CHIP SEAL
AVENUE
LA ROSA DRIVE 350 W. ENCIN TTA ENCIN ITA A VENUE LAROSA 07-03 R AC 76 $1.700 77,695 SINGLE CHIP SEAL
AVENUE
LORA STREET PAL MAL A VENUE 460 E. PAL MAL LORAST 15-01 R AC 78 $2.0 11 78.362 SINGLE CHIP SEAL
AVENUE
LYNROSESTREET 550 W. PAL MAL PAL MAL A VENUE LYNROS 15-01 R AC 76 $1.736 77,709 SINGLE CHIP SEAL
AVENUE
PENTLAND STREET ROSEMEAD SULTANA AVENUE PENTLA 07-03 R AC 76 $838 77.690 SINGLE CHIP SEAL
BOULEVARD
RANCHO REAL ROAD ROSEMEAD LOMAAVENUE RANCHO 07-03 R AC 73 $6J38 76,712 SINGLE CHIP SEAL
BOULEVARD
RANDWLCK DRIVE 545 W. DEGAS A VENUE DEGAS A VENUE RAND WI 13A-02 R AC 79 $2.382 78.722 SINGLE CHIP SEAL
RYLAND A VENUE LOWER AZUSA ROAD 290 S. LA ROSA DR IVE RYLAND 13A-02 R AC 76 $5 ,682 77.74R SINGLE CHIP SEAL
RYLAND AVENUE DAINES DRIVE BOGUE STREET RYLAND l.JC-02 R AC 76 $2.914 77.748 SINGLE CHIP SEAL
SPARKLETT STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 098-0.l R AC 76 $1.056 77 .696 SINGLE CHIP SEAL
BOULEVARD
SPARKLETT STREET 215 W. PAL MAL 480E. PAL MAL SPARKL 15-01 R AC 7 6 $2.194 77.709 SINGLE CHIP SEAL
AVENUE AVENUE
SULTANA A VENUE 1070 S. BROADWAY BROADWAY SULTAN 78-03 c AC 77 $3.897 87.282 SINGLE CHIP SEAL
SULTANA A VENUE 300 S. LAS TUNAS LAS TUNAS DRIVE SULTAN 7D-06 c AC 77 $1.202 87 .282 SINGLE CHIP SEAL
DRIVE
** -Treatment from Project Selection Page 6 MTC StreetSavcr
Selection Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PM S1026
Scenario: I
Beginning Ending
Street Name Location Location StrcetiD Section ID FC Surface PCI Cost Rating Treatment
WILDFLOWER ROAD WELLAN D A VENUE 435 E. WELLAND WILDFL 17-01 R AC 76 $1.584 77.701 SINGLE CHIP SEAL
AVENUE
ZADELL A VENUE 545 S. OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 77 $2.382 78.064 SINGLE CHIP SEAL
Treatment Total $89 .945
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF A VENUE A_EITE 05-04 0 AC 92 $1.130 87 .203 SLURRY SE AL
TEMPLE CITY BLVD TUNAS DRIVE
ALLEY NORTH OF A W/PERSIMMON PERSIMMON A VENUE ALLEYN 17-01 0 AC 89 $522 83.025 SL URRY SEAL
DANBURY AVENUE
VAL STREET TEMPLE C ITY 660 E. GOLDEN WEST VALSTR 03-05 c AC 91 $8.013 110.718 SLU RRY SEAL
BOULEVARD AVENUE
Treatment Total $9.666
BLACKLEY STREET ENCINITA AVENUE 840 E. CLOVERLY BLACKL 09 -03 A AC 88 $60 3.556.150 SEA L CRACKS
AVENUE
EL MONTE A VENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMONT 12-01 A AC 88 $l,'i4 3.556.150 SEAL CRACKS
ROAD AVENUE
LIVE OAK AVENUE ENCINITA AVENUE BALDWIN A VENUE LIVEOA 04A-04 A AC 88 $116 3.55 6.150 SEAL CRACKS
Treatment Total $331
Year 20 10 Total $99,941
Year: 2011
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 11 8 -02 c AC 79 $6 .221! 8J.R36 SINGLE CHIP SEAL
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNESA I IC-04 c AC 79 $6.70R 81.R 36 SINGLE CH IP SEAL
CLOVERLY A VENUE FLAH ERTY STREET WENDON STREET CLOVER 058-05 R AC 79 $1.201 67,42 6 SINGLE CHIP SEAL
DAINES DRIVE HILTON AVENUE CLOVERLY AVENUE DAINES 09A-03 c AC 78 $5.077 79.740 SINGLE CHIP SEAL
GOLDEN WEST 150 S. HALLWOOD 150N. KEY WEST GOLDEN I IB-02 c AC 77 $2.701 71.132 SING LE CH IP SEAL
AVENUE DRIVE STREET
GOLDEN WEST l.'iO N. KEY WEST BLACKLEY STREET GOLDEN IIC2.4 c AC 77 $5.536 7 1.132 S INGLECHIPSEAL
AVENUE STREET
** -Treatment from Project Selection Page 7 MTC StreetSaver
Selection Critcrin :
Scenarios Criteria :
Scenarios -Sections Selected for Treatment Date Printed I 0/18/2006
PMS1026
Scenario: I
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
HELEO A VENUE LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA 09A -03 c AC 78 $7,181 78.2Jl SINGLE CHIP SEAL
HELEO A VENUE :i80 S. LIVE OAK LIVE OAK AVENUE HELEOA 09B-04 c AC 77 $1 ,886 79.804 SINGLE CHIP SEA L
AVENUE
LIVIA A VENUE LONGDEN A VENUE EMPEROR A VENUE LIVI AA 03 -05 c AC 77 $6,325 79,753 SINGLE CHIP SEA L
LOMAAVEN UE WOOLLEY STREET EMPEROR A VENUE LOMAAV 03-05 R AC 79 $3.264 76.303 Sl NG LE CHIP SEA L
OAK AVENUE LIVE OAK A VENUE GARIBALDI AVENUE OAKAV 5A-04 c AC 78 $12,020 77 .476 SINGLE C HIP SEA L
OLEMA STREET OAK AVENUE 330 EAST OAK A VENUE OLEMAS 03H-05 R AC 78 $825 65.3 28 SINGLE CHIP SEAL
WELLAND A VENUE FREER STREET 300 S. LIVE OAK WELL AN 17-01 c AC 78 $10,669 76.541 SI NG LE CHIP SEAL
AVENUE
WOODRUFF A VEN UE ENCINITA A VENUE 220 E. ROWLAND WOODRU 05-04 c AC 78 $20.327 76.307 SINGLE CHIP SEAL
AVENUE
---Treatment Total $89.948
BROADWAY BW lEATON WH/1698 BE/EATON WH/1691! BROADW 07A -03 c AC 93 $172 X2.46R SL URRY SEAL
ESTRELLA A VENUE SALTER AVENUE 350 E. SALTER A VENUE ESTREL 03 -0S R AC 88 $1,313 83.260 SLURRY SEAL
FREER STREET EL MONTE A VENUE McC ULLOCH A VENUE FREERS 17A-01 c AC 88 $4,844 10 .~.709 SLURRY SEAL
LAS TUNAS DRIVE MUSCA TEL A VENUE BWIEATON WH/0935 LA STUN 02A-06 A AC 89 $3,602 102.558 SLUR RY SEAL
Treatment Total $9 .931 -Year 2011 Total $99,879
Grand Total $499,069
**-Treatment from Project Selection Page 8 MTC StrcctSaver
Selection Criterin:
Scenarios Cr iteria:
Temple City
Date Printed 10/1 8/2006
Scenarios-Sections Selected for Treatment PMS 1026
Interest: 5.00% Inflation: 3.00% Scenario: 2
Year Budget PMAmt Year Budget PMAmt Year Budget P MA mt
2007 $250.000 10% 2008 $250.000 10% 2009 $250,000 10%
2010 $250.000 10% 2011 $250.000 10%
Street Name Bei!inning Ending
Location Location StrcctiD Section ID FC Surface PCI Cost Rating Treatment
Year: 2007
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF A VENUE AE/CAM 05-04 0 AC 79 $1,0~4 86.302 SINGLE CHIP SEAL
CAMELLIA A VENUE TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF A VENUE ALLEYE 05-04 0 AC 79 $1 .034 86.302 SINGLE CHIP SEAL
CLOVERLY A VENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY A VENUE KAUFFMAN A VENUE ALLEYN 05-04 0 AC 79 $3.1!89 86.30 2 SINGLE CHIP SEAL
TUNAS DRIVE
BURTON AVENUE 255 S. HERMOSA DRIVE LONGDE N A VENUE BURTON 01-06 c AC 74 $9.633 R5.217 SI NGLE CHIP SEAL
CLOVERLY AVENUE LIVE OAK AVENUE GARIBALDI A VENUE CLOVER 05A-04 R AC 71 $14,660 R3.690 SINGLE CHIP SEAL
CLOVERLY A VENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A-03 R AC 7R $1.960 85.500 SINGLE CHIP SEAL
CLOVERLY A VENUE LOWER AZUSA ROAD ISO S. KENNERLY CLOVER 09B-O~ c AC 77 $8.160 89 .715 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE 150 S. KENNERLY I 50 N. KENNERLY CLOVER 09C-03 c AC 77 $1.246 89.715 SINGLE CH IP SEAL
STREET STREET
CLOVERLY A VENUE 150N. KEN NERLY OLIVE STREET CLOVER 09D -03 c AC 77 $4.280 89,7 15 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 77 $4.244 89,715 SINGLECH IP SEAL
CLOVERLY AVENUE BROADWAY WEDGEWOOD STREET CLOVER 09F-04 c AC 77 $1.900 89.715 SING LE CHIP SEAL
CLOVERLY AVEN UE WEDGEWOOD STREET LIVE OAK A VENUE CLOVER 09G -03 c AC 77 $2.027 89.715 SINGLE CHIP SEAL
DAINES DRIVE HILTON AVENUE CLOVERLY A VENUE DAINES 09A -03 c AC 79 $4.511 91.674 SINGLE CHIP SEAL
DOREEN A VENUE LOWER AZUSA ROAD FREER STREET DOREEN 15-01 R AC 79 $9.920 86.345 SINGLE CH IP SEAL
ENCINITA AVENUE LIVE OAK A VENUE LAS TUNAS DRIVE ENCIN I OSA -04 c AC 72 $5.978 81,646 SINGLECHIPSEAL
ENCINIT A A VENUE 4RO S . LONGDEN LONGDEN A VENUE ENC INI 05C·05 c AC 73 $2.027 82.957 SINGLE CHIP SEAL
AVENUE
** -Treatment from Project Selection Page I MTC StrcctSavcr
Selection Critcrin :
Scc:narios Criterin :
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
P MSI026
Scenario: 2
Beginning Ending
Stn1et Name Location Location StreetiD Section ID FC Surface PCI Cost Rati ng Treatment
ENCINITA AVENUE LAS TUNAS DRIVE 480 S. LONGDEN ENCINI 58-4.5 c AC 73 $9 ,1 00 82,957 SINGLE CHIP SEA L
AVENUE
FARAGO A VENUE GRAND A VENUE FREER STREET FARAGO 17A -OI R AC 79 $5 ,000 86.326 SINGLE CHIP SEA L
FARAGO AVENUE FREER STREET 365 N. FREER STREET FARAGO 17B-O I R AC 79 $1,054 86326 SINGLE CHIP SEAL
FLAHERTY STREET ENCIN ITA A VENUE 375 E. ENCINITA FLAHER 05A-05 R AC 79 $1,08;1 86.302 SINGLE CHIP SEAL
AVENUE
GLICKMAN A VENUE LOWER AZUSA ROAD LA ROSA DRIVE GLICKM 13A-02 c AC 73 $6.360 82 .934 SINGLE CHIP SEAL
GLICKMAN A VENUE GREEN STREET 100 N. RANDW1CK GLICKM 138 -02 c AC 73 $1.956 84,0D SINGLEC HIP SEAL
DRIVE
GLICKMAN A VENUE 100 N. RANDWICK OLIVE STREET GLICKM BC-02 c AC 73 $2.174 84.013 SINGLE CHIP SEA L
DRIVE
GLICKMAN A VENUE BOGUE STREET LIVE OAK A VENUE GLICKM 13D -02 c AC 73 $1,817 84.0 13 SINGLE CH IP SEAL
HALDEMAN STREET BURTON A VENUE 310E.BURTON HALDEM 01-06 R AC 79 $896 86.291 SINGLE CHIP SEAL
AVENUE
HALLWOOD DRIVE 215 W. PAL MAL 480 E. PAL MAL HALLWO 15-02 R AC 79 $2.001! 86.345 SINGLE CHIP SEAL
AVENUE AVENUE
HELEO AVENUE LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA 09A-m c AC 79 $6,380 89.828 SINGLE CHIP SEAL
HELEO A VENUE 580 S . LIVE OAK LIVE OAK A VENUE HELEOA 098-04 c AC 78 $1,6 76 8CJ.3 81! SINGLE CHIP SEAL
AVEN UE
HILTON A VENUE OLIVE STREET DAINES DRIVE HILTON 09 A·03 R AC 74 $1,820 84 .152 SINGLE CHIP SEAL
HILTON AVENUE DAINES DR IVE 265 N. DAINES DR IVE HILTON 098-03 R AC 74 $766 84.152 SINGLECHIP SEA L
LIVIA A VENUE LONGDEN AVENUE EMPEROR AVENUE LIV IA A 03 -05 c AC 78 $5,620 1!9.35 3 S INGLE CHIP SEAL
LONGDEN AVENUE 355 W. LIV IA AVENUE ENC INITA A VENUE LONG DE OIB-05 c AC 72 Hl42 83.936 SINGLE CHIP SEAL
LONGDEN A VENUE 303 E. BEIEA TON 355 W. LIVIA A VENUE LONGDE IA-5.6 c AC 72 $9.628 83,936 S ING LE CHIP SEAL
WH/115 3
LYNROSESTREET 4 I 5 W. McCULLOCH McCULLOCH A VENUE LYNROS 17-01 R AC 79 $1.21}1 86.:BO SIN GLE CHIP SEAL
AVENUE
PRIMROSE A VENUE LONGDEN AVENUE 300 N. LONGDEN PR IMRO 03-05 R AC 79 $1.000 86.302 SIN GLE CHIP SEAL
AVE NU E
PRIMROSE A VENUE FLAHERTY STREET LONGDEN A VENUE PRIMRO 58-05 c AC 7 6 nooo 86.89 9 SI NGLE CHIP SEAL
** -Treatment from Project Selection Page 2 MTC S trc t!tSav er
Sclcclion Crito:rin:
Scenarios Criltrin:
Scenarios -Sections Selected for Treatment Date Printed I 0/18/200 6
P MS 1026
Scenario : 2
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
RANCHO REAL ROAD ROSEMEAD LOMAAVENUE RANCHO 07-03 R AC 78 $5.800 85.443 SINGLE CHIP SEAL
BOULEVARD
RIO HONDO A VENUE LIVE OAK AVENUE WORKMAN A VENUE RIOHON 05-04 R AC 71 $2.800 83 .692 SINGLE CHIP SEAL
ROCCUS LANE BURTON A VENUE 280 E. BURTON ROCCUS 01 -06 R AC 75 $933 B4.46 1 SINGLE CHIP SEAL
AVENUE
ROSEGLEN STREET 215 W . PAL MAL 480 E. PAL MAL ROSEGL 15-01 R AC 79 $2 .008 86.345 S INGLE C HI P SEAL
AVENUE AVENUE
RYLAND A VENUE 290 S. LA ROSA DRIVE LA ROSA DRIVE RYLAN D 13B-02 R AC 79 $1.321 !!6.30 7 SINGLE CHIP S EAL
SAINT JAMES DRIVE GARIBALDI A VENUE 255 N. GARIBALDI STJAME 05-05 R AC 73 $1.020 84 .096 S INGLE CHIP S EAL
AVENUE
Treatment Total $156.156
CAMINO REAL OAK AVENUE 115 WEST BRENTMEAD CAMI NO OJA-05 c AC 95 $1 .492 1 13.826 SLURR Y SEAL
AVENUE
FREER STREET McCULLOCH A VENUE DALEVIEW A VENUE F REERS 178-01 c AC 93 $1.436 109 ,81 0 SLURRY SEAL
SULTANA AVENUE BROADWAY 300 S. LAS TUNAS S ULTAN 7C-3.6 c AC 85 $1.200 110 .167 SLURRY SEAL
DRIVE
TEMPLE CITY LIVE OAK A VENUE BROADWAY TEMPLE 8B-04 A AC 90 $6.367 140 .943 SL URRY SEAL
BOULEVARD
TEMPLE CITY 560 S. LOWER AZUSA RN/EATON WH/1 051 TEMPLE SD-02 A AC 91 $5 .01 3 144.274 SL URRY SEAL
BOULEVARD ROAD
TEMPLE C ITY BN/EATON WH/1051 BS/EATON WH/1051 TEMPLE 8E-02 A AC 90 $335 14 0.94 3 S LURRY SEAL
BOULEVARD
TEMPLE CITY BSIEA TON WH/1 051 SPB49B TEMPLE 8F-02 A AC 9 1 $1 .467 144.274 S LURRY SEAL
BOULEVARD
VAL STREET TEMPLE CITY 660 E . GOLDEN WEST VALSTR 0 3-05 c AC 94 $7.333 I I 1.018 S L URRY SE AL
BOULEVARD AVENUE
Treatment Total $24.643
BLACKLEY STREET ENCINITA AVENUE 840 E . CLOVERLY BLACKL 09-03 A AC 100 $11.080 459.56 7 THICK AC OVERL A Y(2 . .:'i
AVENUE INCHE S )
EL MONTE A VENUE 285 N . LOWER AZUSA 200 S . LIVE OAK ELMONT 12-01 A AC 100 $28 .1 87 458.679 THICK AC OVERLA Y(2.5
ROAD AVENUE I NC HES)
** -Treatm ent fr om Pr~ject Se lection Page 3 MTC StreetSav er
Selection Critc:ria :
Scc:narios Critc:ri:t :
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scenario: 2
Beginning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
LIVE OAK A VENUE ENCINITA A VENUE BALDW IN A VENUE LIVEOA 04A-04 A AC 100 $21,301 456 ,593 THICK AC OVER LA Y(2.5
INCHES)
Treatment Total $60.568
ALL. SOUTH OF LOWER ALLEY WEST OF TEMPLE CITY A_SILO 09-0J 0 AC 100 $5,170 28.88 1 THIN AC OVERLAY(I.5
AZUSA ROAD TEMPLE CITY BLVD BOULEVARD INCHES)
Treat ment Total $5 .1 70
Year 2007 Total $246,536
Yea r : 2008
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNES A liA-04 c AC 78 $1.215 87.629 SINGLE CH IP SEAL
ROAD
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 1 I B-02 c AC 77 $5.699 88 .219 SINGLE CHIP SEAL
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNESA I IC-04 c AC 77 $6,139 88.219 SINGLE CHIP SEAL
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALES SA 9A-03 c AC 78 $6.571 87.629 SINGLE CHIP SEAL
ALESSANDRO A VENUE LA ROSA DRIVE BLACKLEY STREET ALES SA 9B-m c AC 78 $3 .687 87 .629 SINGLE CHIP SEAL
ALESSANDRO A VENUE BLACKLEY STREET OLIVE STREET ALES SA 9C-03 c AC 78 $1.419 87.629 SINGLE CHIP SEAL
ALESSANDRO A VENUE BROADWAY LIVE OAK A VENUE ALES SA 90-04 c AC 78 $3,388 87.629 SINGLE CHIP SEAL
ALLEY WEST OF ALLEY NORTH OF LAS WOODRUFF A VENUE ALLEYW 05-04 0 AC 79 $1,065 83.694 SINGLE CHIP SEAL
TEMPLE CITY BLVD TUNAS DR IVE
CLOVERLY A VENUE LIVE OAK A VENUE GARIBALDI A VENUE CLOVER 05A-04 R AC 79 $15.100 83 .697 SINGLE CHIP SEAL
ENCINITA AVENUE LIVE OAK AVENUE LAS TUNAS DRIVE ENC INJ 05A-04 c AC 78 $6.157 87.314 SINGLE CHIP SEAL
GLICKMAN A VENUE GREEN STREET 100 N. RANDWICK GLICKM 13B-02 c AC 79 $2.014 89,408 SINGLE CH IP SEAL
DR IVE
GLICKMAN A VENUE 100 N. RANDW ICK OLIVE STREET GLICKM 13C-02 c AC 79 $2,240 89,408 SINGLE CHIP SEAL
DRIVE
GLICKMAN AVE NUE BOGUE STREET LIVE OAK A VENUE GLICKM 130-02 c AC 79 $1.871 89.408 SINGLE CHIP SEAL
LONGDEN AVENUE 355 W. LIVIA A VENUE ENCINITA AVENUE LONGDE OIB-05 c AC 79 $3,236 89334 SINGLE CHIP SEAL
** -Treatment from Project Selection Page 4 MTC StrcctSaver
Selection Criteria:
Scenarios Critcrin:
Scenarios -Sections Selected for Treatment Date Printed I 0/18/2006
PMSI026
Scenario: 2
Beginning Ending
Street Name Location Location StreetiD Section JD FC Surface PCI Cost Rating Treatment
LONGDEN AVENUE 303 E. BE/EATO N 355 W. LIVIA AVENUE LONG DE IA-5.6 c AC 79 $9.917 89.334 SINGLE CHIP SEAL
WH/1153
RIO HONDO A VENUE LIVE OAK A VENUE WORKMAN A VENUE RIOHO N 05-04 R AC 79 $2.884 83.700 SINGLE CHIP SEAL
ROWLAND A VENUE LIVE OAK A VENUE 275 N. GARIBALDI ROW LA N 05-04 c AC 78 $12,030 87.598 SINGLE CHIP SEAL
AVENUE
SPARK LETT STREET P'RA TUS DRIVE ALESSANDRO A VENUE SPARKL 09A -03 R AC 78 $2.403 83.245 SINGLE CHIP SEAL
Treatment Total $87.038
CAMINO REAL liS WEST BRENTM EAD TEMPLE CITY CAMINO 038-05 c AC 95 $4.023 120.170 SLURRY SEAL
AVENUE BOULEVARD
FREER STREET EL MONTE A VENUE McCULLOCH A VENUE FREERS 17A-01 c AC 92 $4,433 110.914 SLURRY SEAL
FREER STREET DALEVIEW A VENUE FARAGO A VENUE FREERS 17C-OI c AC 92 $2.039 110,914 SLURRY SEAL
FREER STREET FARAGO AVENUE SANTA ANITA AVENUE FREERS 17D-Ot c AC 92 $1.339 110.9 14 SLURRY SEAL
KAUFFMAN A VENUE LOWER AZUSA ROAD BLACKLEY STREET KAUFFM 11 -02 c AC 92 $11.248 110.743 SLURRY SEAL
SULTANA AVENUE 300 S. LAS TUNAS LAS TUNAS DRIVE SULTAN 70-06 c AC 82 $1.133 100.556 SLURRY SEAL
DR IVE
WEDGEWOOD STREET 570 EAST CLOVERLY 700 EAST CLOVERLY WEDGEW 09C-04 R AC 92 $446 !11.261 SLURRY SEAL
AVENUE AVENUE
Treatment Total --$24,661
ALLEY EAST OF ALLEY SOUTH OF ALLEY NORTH OF A_EJTE 11-02 0 AC 100 $9,744 27.9!l:l THIN AC OVERLA YC I.S
TEMPLE CITY BLVD LOWER AZUSA RD. LOWER AZU SA RD . INCHES )
ALLEY SOUTH OF 350 WEST PERS IMMO N PERSIMMON AVENUE A_SIFR 17-01 0 AC 100 $7.931 26,024 THIN AC OVERLAY ( 1.5
FREER STREET AVENUE INCHES )
ALL. SOUTH OF LOWER TEMPLE CITY ALLEY EAST OF AS/LOW 11-02 0 AC 100 $5.325 26.495 THIN AC OVERLAY ( 1.5
AZUSA ROAD BOULEVARD TEMPLE CITY BLVD INC HES )
GRAND A VENUE EL MONTE A VENUE 260 E. DALEVIEW GRANDA 17A-01 c AC 100 $83.570 35.247 THIN AC OVER LA Y(l . .'i
AVENUE INCHES)
GRAND A VENUE 260 E. DALEVIEW SANTA ANITA A VENUE GRANDA 178-01 c AC 100 $22.603 35.247 THIN AC OVERLAY ( l.:'i
AVENUE INCHES )
Treatment Total $129.173
**-Treatment from Project Selection Page 5 MTC StreetSaver
Selection Criteria:
Scenario~ Criteria:
Scenarios M Sections Selected for Treatment Date Printed 10/18/2006
PMSJ026
Scenario: 2
Beginning Ending
Street Name Location Location Street ID Section ID FC S!!rface PCI Cost Rating Treatment
Year 2008 Tota l $240,87.3
Year: 2009
ACASODRIVE ~25 WEST SERENO SERENO DRIVE ACASOD 09-0~ R AC 78 $1.379 62,683 S INGL E CHIP SEAL
DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 78 $1.952 80.450 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W. DALEYIEW DALEY JEW A VENUE ARROWO 17A-O I R AC 78 $690 ll0.44;1 SINGLE CH IP SEAL
AVENUE
BISBY STREET FIESTA A VENUE TEMPLE CITY BISBYS 09-03 R AC 78 $2 ,546 81.224 SING LE CHIP SEAL
BOULEVARD
BOGUE STREET 455 W. PAL MAL PAL MAL A VENUE BOGUE 15A-O I R AC 79 $1.9::1 1 64.4::14 SINGLE CH IP SEAL
AVENUE
BOGUE STREET 355 W. EL MONTE EL MONTE A VE NUE BOGUE 15B-OI R AC 79 $1.172 64.434 SINGLE CHIP SEAL
AVENUE
BROADWAY TEMPLE CITY l50W. GOLDEN WEST BROADW llA-04 c AC 78 $5 .493 70.856 S INGLE CHIP SEAL
BOULEVARD AVENUE
BROADWAY 150 W. GOLDEN WEST BALDW IN A VENUE BROADW IIB-04 c AC 78 $6.302 70.856 SINGLE C HIP SEA L
AVENUE
BURTON A VENUE 255 S. HERMOSA DRIVE LONGDEN A VENUE BURTON 01-06 c AC 78 $10,220 84.839 SINGLE CHIP SEAL
CAM BURY A VENUE OLIVE STREET LIVE OAK A VENUE CAM BUR 11-2.4 R AC 78 $3.660 80,712 SIN GLE CH IP SEAL
CRAIGLEE STREET 180 W. GOLDEN WEST GOLDEN WEST CRAIGL 03D-05 R AC 78 $63 7 62.634 SINGLE CHIP SEAL
AVENUE AVENUE
DAINES DRIVE 275 W. TEMPLE CITY TEMPLE CITY DAIN ES 09B-02 c AC 78 $972 70.856 SINGLE CHIP SEAL
BOULEVARD BOULEVARD
DALEY JEW A VENUE GRAND A VENUE FREER STREET DALEY! 17-01 c AC 79 $5.304 86 .9!!8 SINGLE CHIP SEAL
DUFFY STREET 835 W. BALDWIN BALDWIN A VENUE DUFFYS 11-04 R AC 78 $2.953 !!0 .712 SINGLE CHIP SEAL
AVENUE
ENCINITA AVENUE 480 S . LONGDEN LONGDEN AVENUE ENCINI 05C-05 c AC 77 $2.150 85.738 SINGLE CHIP SEAL
AVENUE
ENCINITA A VENUE LAS TUNAS DRIVE 480 S. LONGDEN ENCINI 5B-4,5 c AC 77 $9.654 !!5.738 S INGLE CHIP SEAL
AVENUE
** -Treatment from Project Selection Page 6 MTC StrcctSavcr
Selection Criteria :
Scenari os Crilc:ria :
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSI 026
Scenario : 2
Beginning E ndine
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
FAIRHALL STREET 235 W. PAL MAL 460 E. PAL MAL FAIRHA 15 -01 R AC 78 $2.130 80.450 SINGLE CHIP SEAL
AVENUE AVENUE
FIESTA A VENUE BISBY STREET LA ROSA DRIVE FIESTA 09-03 R AC 79 $R.I4H 8 1.15 5 SINGLE C HIP SEAL
FLAHERTY STREET GOLDEN WEST ROWLAND A VENUE FLAHER 05C-05 R AC 79 H395 8 1.257 SINGLE CHIP SEAL
AVENUE
GLICKMAN A VENUE LOWER AZUSA ROAD LA ROSA DRIVE GLICKM l :lA-02 c AC 77 $6.747 85.706 SING LE CHIP SEAL
HALLWOOD DRIVE GOLDEN WEST AGNES A VENUE HALLWO 11 -02 R AC 78 $2.334 80,484 SINGLE CHIP SEAL
AVENUE
JA YLEE DRIVE LOMAAVENUE 525 E. LOMA A VENUE JAYLEE 03-05 R AC 79 $1.857 63.965 SINGLE CHIP SEAL
KEY WEST STREET FRATUS STREET RIO HONDO A VENUE KEYWES 09-03 R AC 78 $1.662 63.0!!0 SINGLE CHIP SEAL
KEY WEST STREET GOLDEN WEST AGNES A VENUE KEYWES 11-02 R AC 78 $2.334 80.712 SINGLE CHIP SEAL
AVENUE
LA ROSA DRIVE 350 W. ENCINITA ENCINITA AVENUE LAROSA 07-03 R AC 78 $1.650 80.43 5 SINGLE CH IP SEAL
AVENUE
LA ROSA DRIVE FRATUS DRIVE TEMPLE C ITY LAROSA 09-03 c AC 77 $1 1.203 84.496 SINGLE CHIP SEAL
BOULEVARD
LYNROSE STREET 550 W. PAL MAL PAL MAL A VENUE LY NROS 15-01 R AC 7X $1.686 80.450 SINGLE CHIP SEAL
AVENUE
McCULLOCH A VENUE FREER STREER DAINES DRIVE MCCULL 17A-OI c AC 79 $5.07 1 87.001 SINGLE CHIP SEAL
McCULLOCH A VENUE DAINES DRIVE 150 S. L YNROSE MCCULL I 7B-OI c AC 79 $1 .485 87.001 SINGLE CHIP SEAL
STREET
McCULLOCH A VENUE 150 S. L YNROSE 220 S. LIVE OAK MCCULL 17C-01 c AC 79 $2.0 16 87.001 S INGLE CHIP SEAL
STREET AVENUE
NADINE STREET 620 W . TEMPLE CITY TEMPLE CITY NADINE 09-02 R AC 79 $2.193 tH.259 S1NGLECHIP SEAL
BOULEVARD BOULEVARD
PENTLAND STREET ROSEMEAD SULTANA AVENUE PENTLA 07-03 R AC 78 $813 80.432 SINGLE CHIP SEAL
BOULEVARD
PENTLAND STREET ENCINJTA AVENUE 890 E . CLOVERLY PENT L A 09-03 R AC 78 $11.988 80.723 S INGLE CHIP SEA L
AVENUE
RIO HONDO A VENUE LOWER AZUSA ROAD LA ROSA DRIVE RIO HON 09-03 c AC 79 $6.769 86.897 SI NGLE CHIP SEAL
RYLAND AVENUE LOWER AZUSA ROAD 290 S . LA ROSA DRIVE RYLAND 13 A-02 R AC 78 $5.517 80.484 SINGLE C HI P SEAL
RYLAND AVENUE DAINES DRIVE BOGUE STREET RYLA ND 13 C-0 2 R AC 78 $2.829 80.484 SINGLE CHI P SEAL
** -Treatment from Proj~ct Selection Page 7 MTC StrcctSavcr
Seltction Crih:ria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/IH/2006
PMSI026
Scenario: 2
Beginning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
SPARKLETr STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 098-03 R AC 78 $1.026 80.438 SINGLE CHIP SEAL
BOULEVARD
SPARKLE1T STREET 215 W. PAL MAL 480 E. PAL MAL SPARKL 15-01 R AC 78 $2,130 80,450 SINGLE CH IP SEAL
AVENUE AVENUE
SAINT JAMES DRIVE GARIBALDI A VENUE 255 N. GARIBALDI STJAME 05 -05 R AC 79 $1 ,082 80.957 SINGLE CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN A VENUE SULTAN 0 1-06 c AC 77 $12J42 84.389 SINGLE CHIP SEAL
SULTANA AVENUE ACASO DRIVE SERENO DRIFE SULTAN ?A-m c AC 79 $5.28 1 86.928 SINGLE CHIP SEAL
WENDON STREET 490 W . A VON A VENUE AVON AVENUE WEN DON 01-06 R AC 78 $1.502 !!0.494 SINGLE CHIP SEAL
WILDFLOWER ROAD WELLAND A VENUE 4.35 E. WELLAND WLLDFL 17-01 R AC 78 $1,538 !!0.443 SINGLE C HIP SEAL
AVENUE
WILLMONTE A VENUE LOWER AZUSA ROAD DUFFY STREET WILLMO 11·2.4 R AC 79 $6.825 81.259 SINGLE CHIP SEAL
ZADELL A VENUE 545 S. OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 78 $2,313 80,712 SINGLE CHIP SEAL
Treatment Total $172,880
ALLEY WEST OF AN/DANBURY STREET .330 N. AN/DANBURY A_ WIPE 17-01 0 AC 90 $424 82.209 SLURRY SEAL
PERSIMMON A VENUE STREET
BROADWAY ENCINITA AVENUE TEMPLE CITY BROADW 09-04 c AC 87 $12.024 98,306 SLURRY SEAL
BOULEVARD
FLAHERTY STREET CLOVERLY A VENUE PRIMROSE A VENUE FLAHER 058·05 R AC 89 $2.0.3.3 102566 SLURRY SEAL
HALIFAX ROAD LOWER AZUSA ROAD FREER STREET HALl FA l:'iA-01 c AC 88 $10.50.3 100,655 SLURRY SEAL
Treatment Total $24,984
FREER STREET ARDEN DRIVE HALLOWELL AVENUE FREERS 15A-Ol c AC 100 $13,094 31.172 THIN AC OVERLAY( 15
INCHES)
FREER STREET PAL MAL A VENUE EL MONTE A VENUE FREERS 15 C-OI c AC 100 $22 .173 31.ll90 THIN AC OVERLAY( 1.5
INCHES )
MILOANN STREET HALLOWE LL A VENUE HALIFAX ROAD MILO AN 15-0l R AC 100 $14.704 26.154 THI N AC OVERLA Y(l.5
INCHES)
---Treatment Total $49,97 1
Year 2009 Total $247,8J4
**-Treatment from Prqject Selection Page 8 MTC StrcctSavcr
Selection Critt:ria:
Sct:narios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/1 8/20 0 6
PMS I026
Scenario: 2
Beginning End ing
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
Year: 2010
BOGUE STREET BALDWIN A VENUE GLICKMAN A VENUE BOGUES 13-02 R AC 79 $5.726 78.656 SINGLE CH IP SEAL
CLOVERLY A VENUE LOWER AZUSA ROAD 150 S. KENNERLY CLOVER 09H-03 c AC 79 $8.917 83.210 SI NGLE CHIP SEAL
STREET
CLOVERLY A VENUE 150 S. KENNERLY l:'iO N. KENNERLY CLOVER 09C-03 c AC 79 $1.361 83.2 10 SI NGLE CHIP SE AL
STREET STREET
CLOVERLY A VENUE 150 N. KENNERLY OLIVE STREET CLOVER 09D-OJ c AC 79 $4.677 83.210 SINGLE CHIP SEA L
STREET
CLOVERLY A VENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 79 $4 ,63 8 lB .210 SINGLE CHIP SEAL
CLOVERLY A VENUE BROADWAY WEDGEWOOD STREET CLOVER 09F-04 c AC 79 $2,076 83.210 SINGLE CHIP SEAL
CLOVERLY AVENUE WEDGEWOOD STREET LIVE OAK A VENUE CLOVER 09G-03 c AC 79 $2.2 15 !!3 .210 SINGLE CHIP SEAL
DAINES DRIVE EL MONTE A VENUE SANTA AN ITA AVENUE DAINES 17-01 c AC 78 $10.385 73 .3 62 SINGLE CHIP SEAL
DANBURY STREET 375 W. PAL MAL PAL MAL AVENUE DANBUR I 5-0 I R AC 78 $1.639 78,22 1 SINGLE CHIP SEA L
AVENUE
EMPEROR A VENUE ROSEMEAD OAK AVENUE EMPERO 038-05 c AC 77 $6,374 70.871 SINGLE CH IP SEA L
BOULEVARD
FORTSON DRIVE LOMAAVENUE ENCINITA A VENUE FORTSO 03-05 R AC 79 $1.730 78.646 SINGLE CH IP SEAL
HILTON AVENUE OLIVE STREET DAINES DR IVE HILTON O<JA-03 R AC 78 $1.989 78.200 SINGLE CHIP SEAL
HILTON AVENUE DAINES DRIVE 265 N. DAINES DRIVE HILTON 098-03 R AC 78 $837 7R.200 SINGLE CH IP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN A VENUE HOW LAN I I-02 c AC 78 $6.447 7 3.I94 SINGLE CHIP SEAL
AVENUE
LANDSEER STREET I70W. DEGAS AVENUE GLICKMAN A VENUE LA NOSE 13-02 R AC 78 $1.920 65.094 SI NGLE CHIP SEAL
LA ROSA DRIVE BALDW IN A VENUE RYLAND AVENUE LAROSA 13A-02 R AC 78 $3 .230 64 .955 SI NGLE CHIP SEAL
LA ROSA DRI VE RYLAND AVENUE GLICKMAN A VENUE LAROSA 138-02 R AC 78 $3 ,045 64.955 SI NGLE CHIP SEAL
LORA STREET PAL MAL AVENUE 460 E. PAL MAL LORAST I 5-0 I R AC 78 $2.011 7 8.3 62 SINGLE CHIP SEA L
AVENUE
McCULLOCH A VENUE 220 SOUTH LIVE OAK LIVE OAK A VENUE MCCU LL 17D-Ol R AC 78 $5.14 65 .036 SI NGLE CH IP SEAL
AVENUE
NOEL DRIVE 450 S . OLIVE STREET .'iOON . BROADWAY NOEL DR 7A-3.6 R AC 78 $4.1 52 65.105 SINGLE CHIP SEAL
** -Treatment from Project Selection Page 9 MTC StreetSaver
Selection Criteria :
Sc~:narios Criteria:
Scenarios-Sections Selected for Treatment Date Printed 10/IH/2006
PMSJ026
Scenario: 2
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
PERSIMMON A VENUE 200 N. LOWER AZUSA GRAND A VENUE PERSTM 17A-01 c AC 77 $3,788 71.135 SINGLE CHIP SEAL
ROAD
PERSIMMON A VENUE GRAND A VENUE DA INES DRIVE PERSIM 178-01 c AC 77 $10.687 71.135 SINGLE CHIP SEAL
PERSIMMON A VENUE DAINES DRIVE AS/LIVE OAK A VENUE PERS IM 17C-Ol c AC 77 $4,262 71.135 SIN GLE CHIP SEAL
PRIMROSE A VENUE FLAHERTY STREET LONGDEN A VENUE PRIMRO 58-05 c AC 78 $3,278 81.343 SINGLE CH IP SEAL
RANDWlCK DRIVE 545 W. DEGAS A VENUE DEGAS A VENUE RANDWI 13A-02 R AC 79 $2,382 78 .722 SINGLE CHIP SEAL
SERENO DRIVE ROSEMEAD ENCINITA A VENUE SERENO 07-03 c AC 78 $15.371 73.194 SINGLE CHIP SEAL
BO ULEVAR D
SULTANA AVENUE I 070 S. BROADWAY BROADWAY SULTAN 78-03 c AC 77 $3.897 87.282 SINGLE CHIP SEAL
WENDON A VENUE GOLDEN WEST 310 W. ROWLAND WEN DON 058-05 R AC 78 $3 .205 64,941 SINGLE CHIP SEAL
AVENUE AVENUE
WENDON A VENUE 310 W. ROWLAND ROWLAND A VENUE WEN DON 05C-05 R AC 78 $1 .129 64.941 SINGLE CH IP SEAL
AVENUE
Treatment Total $121.902
LAS TUNAS DR IVE MUSCATEL AVENUE BW/EA TON WH/0935 LA STUN 02A-06 A AC 91 H497 95.507 SLURRY SEAL
LAS TUN AS DRIVE BW/EATON WH/0935 SULTANA AVENUE LA STUN 028-06 A AC 91 $21.142 95.507 SLURRY SEAL
Treatment Total $24.639
BLACKLEY STREET ENCINITA A VENUE 840 E. CLOVERLY BLACKL 09-03 A AC 88 $60 3.556 .150 SEAL CRACKS
AVENUE
EL MONTE A VENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMONT 12-01 A AC 88 $154 3.556.150 SEAL CRACKS
ROAD AVENUE
LIVE OAK A VENUE ENCINITA A VENUE BALDWIN AVENUE LJVEOA 04A-04 A AC 88 $116 3,556 ,150 SEAL CRAC KS
Treatment TotaJ $:13 1
ALLEY WEST OF ALLEY SOUTH OF ARDSLEY DR IVE A_W/TE 09-03 0 AC 100 $10 .698 24.256 THIN AC OVERLAY ( 1.5
TEMPLE CITY BLVD LOWER AZUSA RD . INC HE S)
FAIRVIEW A VENUE BEIARCDA WHI 50 E. McCLINTOCK FAIR VI 178-01 R AC 100 $9.424 24.168 THIN AC OVERLAY( 1.5
AVENUE INCHES)
FREER STREET HAL LOWELL A VENUE PAL MAL A VENUE FREERS 158-01 c AC 100 $55 .388 32.365 THIN AC OVERLAY( 1.5
INCHES)
** -Treatment fro m Project Selection Page 10 MTC StrcctSavcr
Se lect io n Cri teria:
Scenarios Criteria :
S cenarios - Sections Selected for Treatment Date Printed 10/18/2006
PM S I026
Scenario: 2
Beginn in g Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost R atin g Treatment
LORA STREET 360 WEST PERSIMMON PERSIMMON A VENUE LORAST 17-01 R AC 100 $11.251 25,690 THIN AC OVERLAY(1.5
AVENUE INCHES )
ROWLAND AVENUE FLAHERTY STREET WEN DON A VENUE ROWLAN 05-05 R AC 100 $12.982 24,531 THIN ACOVERLAY (I.:'i
INCHES )
Treatment Total $99.742 --Year 2010 Total $246,613
Year: 2011
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 118-02 c AC 79 $6,228 81 ,83 6 SINGLE CHIP SEAL
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNESA liC-04 c AC 79 $6.708 81.836 SINGLE CHIP SEAL
BLACKLEY STREET TEMPLE CITY GOLDEN WEST BLACKL I 1-02 R AC 78 $5.222 66.007 SINGLE CHIP SEAL
BOULEVARD AVENUE
CLOVERLY A VENUE FLAHERTY STREET WENDON STREET CLOVER O:'iB-05 R AC 79 $1.201 67.426 SINGLE CHIP SEAL
DA INES DRIVE HILTON A VENUE CLOVERLY A VENUE DAINES 09A-03 c AC 7 8 $5.077 79.740 SINGLE CHIP SEAL
GOLDEN WEST LOWER AZUSA ROAD 150 S. HALLWOOD GOLDEN IIA2.4 c AC 77 $25.136 7 1.132 SINGLE CHIP SEAL
AVENUE DRIVE
GOLDEN WEST 150S. HALLWOOD 150 N. KEY WEST GOLDEN 118-02 c AC 77 $2.701 71.132 SINGLE CH IP SEAL
AVENUE DRIVE STREET
GOLDEN WEST 150 N. KEY WEST BLACKLEY STREET GOLDEN IIC2.4 c AC 77 $5 .536 71.1 n SINGLE CHIP SEAL
AVENUE STREET
GOLDEN WEST BLACKLEY STREET OLIVE STREET GOLDEN liD-02 c AC 77 $3.283 71.132 SINGLECHJPSEAL
AVENUE
GOLDEN WEST OLIVE STREET 145 S. DAINES DRIVE GOLDEN IIE-02 c AC 77 $3 .001 71.132 SINGLE CHIP SEAL
AVENUE
GOLDEN WEST 145 S. DA INES DR IVE LIVE OAK AVENUE GOLDEN IIF2.4 c AC 77 $6,055 71.132 SINGLECHIPSEAL
AVENUE
HELEO A VENUE LOWER AZUSA DRJVE LA ROSA DRIVE HE LEO A 09A-03 c AC 78 $7.181 78.231 SINGLE CHIP SEAL
HELEO A VENUE 580 S. LIVE OAK LIVE OAK A VENUE HELEOA 098-04 c AC 77 $1.886 80.008 SINGLE CHIP SEAL
AVENUE
LA ROSA DR IVE GLICKMAN A VENUE ARDEN DRIVE LAROSA 13C-02 R AC 78 $3.226 65.364 SINGLE CHIP SEAL
** -Treatment from Project Selection Page II MTC StreetSaver
Selection Criteria:
Scenarios Clitcria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scenario: 2
Bel!inning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
LIVIA AVENUE LONGDEN A VENUE EMPEROR A VENUE LIVIA A 03-05 c AC 77 $6.325 79.956 SINGLE CHIP SEAL
LOMA AVENUE WOOLLEY STREET EMPEROR A VENUE LOMAAV 03-05 R AC 79 $3 .264 76J03 SINGLE CHIP SEAL
OAK AVENUE LONGDEN A VENUE CAMINO REAL OAKAV 03 -05 c AC 78 $13 .006 76.190 SINGLE CHIP SEAL
OAK AVENUE LIVE OAK AVENUE GARIBALDI A VENUE OAKAV 5A-04 c AC 78 $12.020 77.476 S INGLE CHIP SEAL
OLEMA STREET OAK AVENUE 330 EAST OAK A VENUE OLEMAS 03B-05 R AC 78 $825 65.328 SINGLE CH IP SEAL
OLEMA STREET 330 EAST OAK A VENUE TRELA WNEY AVENUE OLEMAS 03C-05 R AC 78 $4.052 65 .32!! SINGLE CHIP SEAL
ROCCUSLANE BURTON AVENUE 280 E. BURTON ROCCUS 01-06 R AC 78 $1.050 76.598 SINGLE CHIP SEAL
AVENUE
WEDGEWOOD STREET 810 WEST GOLDEN GOLDEN WEST WEDGEW 11-04 R AC 79 $3.647 67.44 2 SINGLE CH IP SEAL
WEST AVENUE AVENUE
WELLAND A VENUE FREER STREET 300 S. LIVE OAK WELLAN 17-01 c AC 78 $10.669 76,541 SINGLE CH IP SEAL
AVENUE
WOODRUFF AVENUE ENCINITA AVENUE 220 E. ROWLAND WOODRU 05-04 c AC 78 $20.327 76 .307 SJNGLE CHIP SEAL
AVENUE
Treatment Total $157.628
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE A_EITE 05-04 0 AC 92 $1.164 ll8.413 SLURRY SEAL
TEMPLE CITY BLVD TUNAS DRIVE
BARELA AVENUE CRAIGLEE STREET WOOLLEY STREET BARELA 03-05 R AC 92 $2,476 89.622 SLURRY SEAL
BROADWAY BW /EATON WH/1698 BE/EATON WH/1698 BROADW 07A-03 c AC 93 $172 82.468 SLURRY SEAL
LAS TUNAS DRIVE GOLDEN WEST 195 E. ROWLAND LAS TUN 02E-04 A AC 89 $9.411 102.558 SLURRY SE AL
AVENUE AVENUE
LIVE OAK A VENUE BALDWIN AVENUE 700 E. BALDWIN LIVEOA 48-02 A AC 89 $4.277 102 .558 SLURRY SEAL
AVENUE
LIVE OAK A VENUE 760 E. BALDWIN GLICKMAN A VENUE LIVEOA 4C-02 A AC 89 $2.521 102.558 SLURRY SEAL
AVENUE
LOWER AZUSA ROAD SPB 492 .7 BE/EATON WH/1053 LOWER 06A-03 A AC 89 SU91 102.558 SLURRY SEAL
LOWER AZUSA ROAD BALDW IN A VENUE I 13 E. BALDWIN LOWER 06C-02 A AC 89 $876 102.558 SLURRY SEAL
AVENUE
Treatment Total --$24.689
** -Treatment from Project Selection Page 12 MTC Stn:ctSavcr
Se lection Criteria:
Scenarios Critetia:
Beginning
Street Name Location
ALL. SOUTH OF LOWER ALLEY WEST OF
AZUSA ROAD TEMPLE CITY BLVD
ARDEN DRIVE OLIVE STREET
ALLEY EAST OF EL 930 SOUTH GRAND
MONTE A VENUE AVENUE
LA ROSA DRIVE 360 WEST PERSIMMON
AVENUE
MILOANN STREET 360 WEST PERSIMMON
AVENUE
** -Treatment fi·om Project Selection
Selection Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment
Ending
Location StreetiD Section ID FC S urface PCI
TEMPLE CITY A_S/LO o9-m 0 AC 88
BOULEVARD
Treatment Total
NADINE STREET ARDEND 15C-01 c AC 100
Treatment Total
GRAND A VENUE A_EIEL 17-01 0 AC 100
PERSIMMON A VENUE LAROSA 17-01 R AC 100
PERSIMMON A VENUE MILO AN 17-01 R AC 100
Treatment Total
Year 2011 Total
Grand Total
Page 13
Cost
$fi
$6
$17,96:1
$17.963
$23,028
$1 U88
$11,588
$46,204
$246,489
$1,228,346
Date Printed I Oil 8/2006
Scenario: 2
Rating Treatment
905.643 SEAL CRACKS
PMS1026
21,758 THICK AC OVERLAY(2 .:'i
INCHES)
22,020 THIN AC OVERLAY ( 1.5
INCHES)
23.711 THIN AC OVERLAY( 1.5
INCHES)
22.900 THIN ACOVERLAY(\.5
INCHES)
MTC StrcctSavcr
T emple City
Date Printed 10/18/2006
Scenarios -Section s S elected f or Treatment PMSI026
Interest : 5.00 % Inflation: 3.00% Scenario: 3
Year Budget PMAm t Year Budget PMAmt Year Budget PMAmt
2007 $500.000 10% 200 8 $500.000 10% 2009 $500.000 10%
201 0 $500,000 10% 2011 $500.000 10%
Street Nam e Beginning E nding
Loca tion Location Str eetiD Sectio n ID FC Surface PCI Cost Rating Treatmen t
Year: 20 07
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AEICAM 05-04 0 AC 79 $1.034 86.302 SINGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYE 05 -04 0 AC 79 $1.034 R6.302 SINGLE CH IP SEAL
CLOVERLY AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY A VENUE KAUFFMAN A VENUE ALLEYN 05-04 0 AC 79 $3,889 86.302 SINGLE CH IP SEAL
TUNAS DRIVE
BURTON AVENUE 255 S . HERMOSA DR IVE LONGDEN AVENUE BURTON 01-06 c AC 74 $9.633 85.217 SINGLE CHIP SEAL
CLOVERLY AVENUE LIVE OAK A VENUE GAR IBALDI A VENUE CLOVER 05A-04 R AC 71 $14.660 83,690 SINGLE CHIP SEAL
CLOVERLY A VENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A -03 R AC 78 $1.960 85.500 SINGLE CHIP SEAL
CLOVERLY AVENUE LOWER AZUSA ROAD 150 S. KENNERLY CLOVER 098-03 c AC 77 $8.Hi0 89,715 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE I SO S. KENNERLY 150 N. KENNERLY CLOVER 09C-03 c AC 77 $1.246 89.7 15 SING LE CHIP SEAL
STREET STREET
CLOVERLY A VENUE 150 N. KENNERLY OLIVE STREET CLOVER 09D-03 c AC 77 $4.280 89.715 SING LE CHIP SEAL
STREET
CLOVERLY A VENUE OLIVE STREET BROADWAY CLOVER 09£-03 c AC 77 $4.244 1!9.715 SINGLE CHIP SEAL
CLOVERLY A VENUE BROADWAY WEDGEWOOD STREET CLOVER 09F-04 c AC 77 $1.900 89 .715 SINGLE CHIP SEAL
CLOVERLY A VENUE WEDGEWOOD STREET LIVE OAK A VENUE CLOVER 090-03 c AC 77 $2.027 89.715 SINGLECHIPSEAL
DAINES DR IVE HILTON A VENUE CLOVERLY A VENUE DAINES 09A-03 c AC 79 $4.5 11 91.674 SINGLE CH IP SEAL
DOREEN AVENUE LOWER AZUSA ROAD FREER STREET DOREEN IS-O J R AC 79 $9.920 86.345 SINGLE CH IP SEAL
ENCJNITA A VENUE LIVE OAK A VENUE LAS TUNAS DR IVE ENC INI OSA-04 c AC 72 $5.978 81.646 SINGLE CHIP SEAL
ENCIN ITA A VENUE 480 S. LONGDEN LONGDEN A VENUE ENCINI 05C-05 c AC 73 $2.027 82 .957 SINGLE CHIP SEAL
AVENUE
** · Treatment from Proji!Ct Selection Pagt:: I MTC StreetS aver
Selection Criteria:
Scenarios Criteria:
Scenarios-Sections Selected for Treatment Date Printed 1011 8/2006
PMS I0 26
Scenario: 3
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
ENCINJTA AVENUE LAS TUNAS DRIVE 480 S. LONGDEN ENCINI 58-45 c AC 73 $9.100 82.957 SINGLE CHIP SEAL
AVENUE
FARAGO AVENUE GRAND A VENUE FREER STREET FARAGO l7A-OI R AC 79 $5.000 86,326 SINGLE CH IP SEAL
FARAGO AVENUE FREER STREET 365 N. FREER STREET FARAGO 178-0 1 R AC 79 $1.054 86J26 SINGLE CH IP SEAL
FLAHERTY STREET ENCINITA AVENUE 375 E. ENCINITA FLAHER 05A-05 R AC 79 $1.083 86.302 SINGLE CHIP SEAL
AVENUE
GLICKMAN A VENUE LOWER AZUSA ROAD LA ROSA DRIVE GLICKM 13A-02 c AC 73 $6.360 82.934 SINGLE CHIP SEAL
GLICKMAN AVENUE GREENSTREET 100 N. RAND WICK GLICKM 138-02 c AC 73 $1.956 84.013 SI NGLE CHIP SEAL
DRIVE
GLICKMAN A VENUE lOON . RANDWICK OLIVE STREET GLLCKM 13C-02 c AC 73 $2.174 84.00 SINGLE CHIP SEAL
DRIVE
GLICKMAN A VENUE BOGUE STREET LIVE OAK A VENUE GLICKM 130-02 c AC 73 $1.817 84.013 SINGLE CHIP SEAL
HALDEMAN STREET BURTON A VENUE 310 E. BURTON HALDEM 01-06 R AC 79 $896 86.291 SINGLE CH IP SEAL
AVENUE
HALLWOOD DRIVE 215 W. PAL MAL 480 E. PAL MAL HALLWO 15-02 R AC 79 $2.008 86.345 SINGLE CH IP SEAL
AVENUE AVENUE
HELEO A VENUE LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA 09A-03 c AC 79 $6.380 89.828 SINGLE CHIP SEAL
HELEO A YEN UE 580 S. LIVE OAK LIVE OAK A VENUE HELEOA 098-04 c AC 78 $1.676 !!9.JK8 SINGLE CHIP SEAL
AVENUE
HILTON AVENUE OLIVE STREET DAINES DRIVE HILTON 09A-03 R AC 74 $1.820 84.152 SINGLECHIPSEAL
HILTON AVENUE DA INES DRIVE 265 N. DAINES DRIVE HILTON 098-03 R AC 74 $766 84.152 SINGLECHIPSEAL
IYARAVENUE HERMOSA DRIVE LONGDEN A VENUE IVARAY 0 1-06 c AC 71 SH.7K3 79.432 SINGLE CHIP SEAL
LIVIA A VENUE LONGDEN A VENUE EMPEROR A VENUE LIVIAA 03-05 c AC 7R $5.620 89.353 SINGLE CHIP SEAL
LONGDEN A VENUE 355 W. LIVIA A VENUE ENCINITA AVENUE LONG DE OIB-05 c AC 72 $3 .142 83.936 SINGLE CHIP SEAL
LONGDEN A VENUE 303 E. BE/EATON 355 W. LIVIA AVENUE LONG DE IA ·5.6 c AC 72 $9.628 !!3.936 SINGLE CHIP SEAL
WH/1153
L YNROSE STREET 415 W. McCULLOCH McCULLOCH A VENUE LYNROS 17-01 R AC 79 $1.29 1 86330 SI NGLE CHIP SEAL
AVENUE
PRIMROSE A VENUE LONGDEN A VENUE 300 N. LONGDEN PRIMRO 03-05 R AC 79 $1 ,000 86.302 SINGLE CHIP SEAL
AVEN UE
PRIMROSE A VENUE FLAHERTY STREET LONGDEN A VENUE PRIMRO 5B-05 c AC 76 $3.000 !!6.899 SI NGLE CHIP SEAL
'~* · Treatment from Project Selection Page 2 MTC StrectSnve r
Se lection Criteria:
Scenarios Criteria :
Scen arios -Sections Selected for Treatment Date Printed 10118/2006
PMSJ026
Scenario: :1
Beginning E nding
Street Name Location Location Street lD Section ID FC Surface PCI Cost Rating Treatment
RANCHO REAL ROAD ROSEMEAD LOMA AVENUE RANCHO 07-03 R AC 78 $5.800 85.443 SINGLE CHIP SEAL
BOULEVARD
RIO HONDO A VENUE LIVE OAK A VENUE WORKMAN A VENUE RIOHON 05-04 R AC 71 $2.HOO 83 .692 SINGLE CHIP SEAL
ROCCUSLANE BURTON AVENUE 280 E. BURTON ROCC US 0 1-06 R AC 75 $933 84.461 SINGLE CHIP SEAL
AVENUE
ROSEGLEN STREET 215 W. PAL MAL 480 E. PAL MAL ROSEGL 15-01 R AC 79 $2.008 86.345 SINGLE CHIP SE AL
AVENUE AVENUE
RYLAND AVEN UE 290 S. LA ROSA DR IVE LA ROSA DRIVE RYLA ND 138-02 R AC 79 $1.321 86307 SINGLE CHIP SEAL
SAINT JAMES DRIVE GARIBALDI A VENUE 255 N. GARIBALDI STJAME 05-05 R AC 73 $1.020 84.096 SINGLE CHIP SEAL
AVENUE
Treatment Total $164.939
SULTANA AVENUE 300 S . LAS TUNAS LAS TUNAS DR IVE SULTAN 7D -06 c AC H4 $1.100 107.147 SLURRY SEAL
DRIVE
TEMPLE CITY CAMINO REAL LIVE OAK A VENUE TEMPLE 8A-4,5 A AC 92 $47,076 147.4 12 SLURRY SEAL
BOULEVARD
TEMPLE CITY BN/EATON WH/105 1 BS/EATON WH/1051 TEMPLE 8E-02 A AC 90 $Wi 140.943 SLU RRY SEAL
BOULEVARD
TEMPLE CITY BS/EATON WH/1051 SPB 493.3 TEM PLE 8F-02 A AC 91 $1.467 144.274 SLURRY SEAL
BOULEVARD
Treatment To tal $49.977
BLACKLEY STREET ENC INITA AVENUE 840 E. CLOVERLY BLACKL 09-03 A AC 100 $11.080 459.5 67 TH ICK AC OVERL AY (2.5
AVENUE INCHES )
EL MONTE A VENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMONT 12-01 A AC 100 $2!U87 458 ,6 79 THICK AC OVERL AY (2.5
ROAD AVENUE INCHES)
LIVE OAK A VENUE ENCIN1TA AVENUE BALDWIN A VENUE LJVEOA 04A-04 A AC 100 $21.301 456.593 THICK AC OVERLA Y(2.5
INCHES)
Treatment Total $60.568
ALLEY EAST OF ALLEY SOUTH OF ALLEY NORTH OF A_EffE 11 -02 0 AC 100 $9.460 27.927 THIN AC OVERLAY ( 1.5
TEMPLE CITY BLVD LOWER AZUSA RD . LOWER AZUSA RD . INCH ES )
ALL. SOUTH OF LOWER ALLEY WEST OF TEMPLE CITY A_S/LO 09-03 0 AC 100 $5.170 28 ,8 8 1 THIN ACOVERLAY (I.5
AZUSA ROAD TEMPLE CITY BLVD BOULEVARD IN CHES )
**-Treatment ti'om Project Sdection Page 3 MTC StrectSavcr
Selection Critl!ria:
Scl!narios Criteria :
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PM$1026
Scenario: 3
Beginning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
ALL. SOUTH OF LOWER TEMPLE CITY ALLEY EAST OF AS/LOW 11 -02 0 AC 100 $5.170 263 20 THIN AC OVERLAY(J.5
AZUSA ROAD BOULEVARD TEMPLE CITY BLVD INCHES )
CAMELLIA A VENUE BLAC KLEY STREET 460 N. BLACKLEY CAM ELL IIB-02 R AC 100 $13.156 28.848 THIN AC OVERLA Y(1.5
STREET INC HES)
GRAND A VENUE 260 E . DALEV IEW SANTA ANITA AVENUE GRANDA 178-01 c AC 100 $21.945 ~4.854 TH IN AC OVERLAY ( 1.5
AVENUE INCHES)
MUSCATEL A VENUE 170 S . LAS TUNAS LONGDEN A VENUE MUSCAT 01-06 c AC 100 $168.300 37356 THIN AC OVERLA Y(1.5
DRIVE INCHES)
Treatment Total $223.201 ---Year 2007 Total $498,685
Year: 2008
AGNES A VENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNES A I IA-04 c AC 78 $1.215 87.629 SINGLE C HIP SEAL
ROAD
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNES A 118-02 c AC 77 $5.699 88.219 SINGLE CHIP SEAL
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNES A IIC-04 c AC 77 $6.LW 88,219 SINGLE CHIP SEAL
ALESSANDRO A VENUE LOWER AZUSA ROAD LA ROSA DRIVE ALES SA 9A-03 c AC 78 $6.571 87.629 SINGLE CHIP SEAL
ALESSANDRO A VENUE LA ROSA DRIVE BLACKLEY STREET ALES SA 98-03 c AC 78 $3.687 87.629 S INGLE CHIP SEAL
ALESSANDRO A VENUE BLACKLEY STREET OLIVE STREET ALES SA 9C-03 c AC 7!l $1.419 87.629 SINGLE CHIP SEAL
ALESSANDRO A VENUE BROADWAY LIVE OAK A VENUE ALES SA 9D-04 c AC 78 $3.388 87.629 S INGLE CHIP SEAL
ALLEY WEST OF ALLEY NORT H OF LAS WOODRUFF AVENUE ALLEYW 05-04 0 AC 79 $1.065 8~.694 SINGLE CHIP SEAL
TEMPLE CITY BL YO TIJNAS DRIVE
CLOVERLY AVENUE LIVE OAK AVENUE GA RIBALDI A VENUE CLOVER 05A-04 R AC 79 $15.100 83.697 SINGLE CHIP SEAL
ENCINITA AVENUE LIVE OAK A VENUE LAS TUNAS DRIVE ENCIN I 05A-04 c AC 78 $6.1 57 87,314 SINGLE CHIP SEAL
GLICKMAN A VENUE GREEN STREET I 00 N. RANDWICK GLICKM 138-02 c AC 79 $2,014 89.408 SINGLE CH IP SEAL
DRIVE
GLICKMAN A VENUE 100 N. RANDWICK OLIVE STREET GLICKM 13C-02 c AC 79 $2.240 89.408 SINGLE CHIP SEAL
DRIVE
GLICKMAN A VENUE BOGUE STREET LIVE OAK A VENUE GLJCKM 13D-02 c AC 79 $1.1)71 89.408 S INGLE CH IP SEAL
'~* -Treatment from Project Selection Page 4 MTC StrcctSa vcr
SclecLinn Criteria:
Scenarios Criteria:
Scenarios ~ Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scenario: 3
Beginning Ending
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
IVAR AVENUE HERMOSA DRIVE LONGDEN A VENUE IVARAV 01-06 c AC 77 $9.047 88 .177 SINGLE CH IP SEAL
LONGDEN A VENUE 355 W. LIVIA AVENUE ENCIN ITA AVENUE LONG DE 01B-0 5 c AC 79 $3.2~6 R9.334 SING LE CHIP SEAL
LONGDEN A VENUE 303 E. BE/EATON 355 W. LIVIA A VENUE LONG DE IA -5.6 c AC 79 $9.917 89.334 SINGLE CHIP SEAL
WH/115~
RIO HONDO A VENUE LIVE OAK A VENUE WORKMAN A VENUE RIOHON 05-04 R AC 79 $2.884 83 ,700 SINGLE CH IP SEAL
ROWLAND A VENUE LIVE OAK AVENUE 275 N. GARIBALDI ROW LAN 05-04 c AC 78 $12.030 87,598 SINGLE CHIP SEAL
AVENUE
SPARKLETT STREET FRATUS DRIVE ALESSANDRO A VENUE SPARKL 09A-03 R AC 78 $2.403 83 .245 SINGLE CHIP SEAL
Treatment Total $96.085
CAMINO REAL OAK AVENUE 115 WESTBRENTMEAD CAMINO 03A-OS c AC 94 $1.537 116.7!!5 SLURRY SEAL
AVENUE
CAMINO REAL 115 WEST BRENTMEAD TEMPLE CITY CAMINO 03 B-05 c AC 95 $4.023 120.170 SLURRY SEAL
AVENUE BOULEVARD
FREER STREET McCULLOCH A VENUE DALEVIEW A VENUE FREERS 17B-0 1 c AC 92 $1.479 110.9 14 SLURRY SEAL
FREER STREET FARAGO A VENUE SANTA ANITA A VENUE FREERS 17D-01 c AC 92 $1 ,339 110.9 14 SLURRY SEAL
TEMPLE CITY LIVE OAK A VENUE BROADWAY TEMPLE 8B-04 A AC 89 $6.558 142.885 SLURRY SEAL
BOULEVARD
TEMPLE CITY BROADWAY 560 S. LOWER AZUSA TEMPLE 8C-02 A AC 90 $29.609 146.957 SLURRY SEAL
BOULEVARD ROAD
TEMPLE CITY 560 S. LOWER AZUSA BN/EATON WH/1051 TEMPLE 8D-02 A AC 90 $5,164 146.957 SLURRY SEAL
BOULEVARD ROAD
Treatment Total $49.708
ALLEY SOUTH OF 350 WEST PERSIMMON PERSIMMON A VENUE A_SIFR 17-01 0 AC 100 $7.93 1 26.024 THIN AC OVERLAY(I.5
FREER STREET AVENUE IN C HES)
CALLITA STREET 510 WEST ROSEMEAD 445 EAST ROSEMEAD CALLIT 03-05 R AC 100 $38.953 27.492 TH IN AC OVERLAY( 1.5
BOULEV ARD BOULEVARD INCHES)
ENCINITA AVENUE SPB 492.6 LIVE OAK A VENUE ENCINI 07-3.4 c AC 100 $222.793 35,839 TH IN ACOVERLAY (15
IN CHES)
GRAND A VENUE EL MONTE A VENUE 260 E. DALEV IEW GRA NDA 17A-01 c AC 100 $!!3,570 35.247 TH I N AC OVERLAY( 1.5
AVENUE INC HES )
** -Treatment fro m Project Selection Page 5 MTC StreetSaver
Selection Critcrin:
Scenarios Criteria :
Scenarios-Sections Selected for Treatment Date Printed 10/1 8/2006
PMS I026
Scenario: 3
Beginning E nding
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
Treatment Total $353 .247 --Year 2008 Total $499,039
Year: 2009
ACASO DRIVE 325 WEST SERENO SERENO DRIVE ACASOD 09-03 R AC 78 $1.3 79 62.683 SINGLE CH IP SEAL
DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 78 $1.952 80.450 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W. DALEVIEW DALEVIEW A VENUE ARROWO 17A-OI R AC 78 $690 ll0 .44.1 SINGLE CHIP SEAL
AVENUE
BISBY STREET FIEST A A VENUE TEMPLE CITY BISBYS 09-03 R AC 78 $2.54 6 8 1.224 S INGLE CHIP SEAL
BOULEVARD
BOGUE STREET 455 W. PAL MAL PAL MAL AVENUE BOGUE 15A-01 R AC 79 $1.93 1 64.434 SINGLE CHIP SEAL
AV ENUE
BOGUE STREET 355 W. EL MONTE EL MONTE A VENUE BOG UE 15B -OI R AC 79 $1.172 64.434 SINGL E CH IP SEAL
AVENUE
BROADWAY TEMPLE CITY 150 W. GOLDEN WEST BROA DW I IA-04 c AC 78 $5.493 70.856 SINGLE CHIP SEA L
BO ULEVARD AVENUE
BROADWAY 15 0 W. GOLDEN WEST BALDWIN A VENUE BROADW J IB-04 c AC 78 $6.302 70.856 SINGLE CH IP SE AL
AVENUE
BURTON A VE NUE 255 S. HERMOSA DRIVE LONGDEN A VENUE BURTO N 01-06 c AC 78 $10 .220 84,839 SINGLE C HIP SEAL
CAMBURY A VENUE OLIVE STREET LIVE OAK A VENUE CAM BUR 11-2.4 R AC 78 $3.660 1!0.7 12 SING LE C HI P SEAL
CRAIGLEE STREET 11!0 W. GOLDEN WEST GOLDE N WE~T CRAIGL 03D-05 R AC 7K $6.'7 62.634 SING LE CHIP SEAL
AVENUE AVENUE
DAINES DRIVE 275 W. TEMPLE CITY TEMPLE CITY DAINES 09B-02 c AC 78 $972 70 .1!56 SINGLE CHIP SEAL
BOULEVARD BOULEVARD
DALE VI EW A VENUE GRAND A VENUE FREER STR EET DALE VI 17-01 c AC 79 $.'U04 86 .988 SINGLE CH IP SEAL
DUFFY STREET 835 W. BALDWIN BALDW IN A VENUE DUFFYS 11-04 R AC 78 $2.953 80 .712 SINGLE CHIP SEAL
AVENUE
ENCI NIT A A VENUE 480 S. LO NGDEN LONGDEN A VENUE ENCIN I OSC-05 c AC 77 $2.150 85 .7 38 SING LE CHIP SEAL
AVENUE
** · Treatment from Project Selection Page 6 MTC Stre e tSaver
Selection Critcl'in :
Scenarios Crite ria :
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMS1026
Scen ario: 3
Beginn ing E n ding
Street Name Location Location Street ID Section ID FC Su rface PCI Cost Rating Treatment
ENC INITA A VENUE LAS TUNAS DRIVE 480 S . LONGDEN ENCINI 58-4.5 c AC 77 $9.654 85_7~8 SINGLE CHIP SEAL
AVENUE
FA IRHALL STREET 235 W. PAL MAL 460 E. PAL MAL FAIRHA 15-01 R AC 78 $2.130 80.450 SINGLE CHIP SEAL
AVENUE AVENUE
FIESTA AVENUE BISBY STREET LA ROSA DRIVE FIESTA 09-03 R AC 79 $8.14!! !!1,155 SING LE CH IP SEA L
FLAHERTY STREET GOLDEN WEST ROWLAND A VENUE FLAHER 05C-05 R AC 79 $3.395 lll ,257 SINGLE CH IP SEA L
AVENUE
GLICKMAN A VENUE LOWER AZUSA ROAD LA ROSA DRIVE GLICKM 13A-Ol c AC 77 $6,747 85 .706 SINGLE CHIP SEAL
HALLWOOD DRIVE GOLDEN WEST AGNES A VENUE HALLWO 11-02 R AC 78 $2,334 80.484 SINGLE CHIP SEA L
AVENUE
JAYLEE DR IVE LOMAAVENUE 525 E. LOMA A VENUE JAYLEE 03-05 R AC 79 $1.857 63.965 SINGLE CH IP SEA L
KEY WEST STREET FRATUS STREET RIO HONDO A VENUE KEYWES 09-03 R AC 78 $1.662 63.080 SINGLE CHIP SEAL
KEY WEST STREET GOLDEN WEST AGNES A VENUE KEYWES 11-02 R AC 78 $2.334 80,7 12 SINGLECHIPSEAL
AVENUE
LA ROSA DRIVE ~50 W. ENCINITA ENCINITA AVENUE LAROSA 07-03 R AC 78 $1.650 80.435 SINGLE CHIP SEAL
AVENUE
LA ROSA DR IVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 77 $1 1.203 84.496 SINGLE CHIP SEAL
BOULEVARD
LYNROSE STREET 550 W. PAL MAL PAL MAL AVENUE LYNROS 15-0l R AC 78 $1.686 80.450 SINGLE CHI P SEAL
AVENUE
McCULLOCH A VENUE FREER STREER DAINES DR IVE MCCULL I7A-Ol c AC 79 $5,071 H7.<>0l SINGLE CHIP SEAL
McCULLOCH A VENUE DAINES DRIVE 150 S. L YNROSE MCCU LL 178 -01 c AC 79 $1.485 87 .001 SINGLE CHIP SEAL
STREET
McCULLOC H A VENUE 150 S. LYNROSE 220 S. LIVE OAK MCCULL 17C-Ol c AC 79 $2.016 87.00 1 SINGLE CHIP SEAL
STREET AVENUE
NADINE STREET 620 W. TEMPLE CITY TEMPLE CITY NADINE 09-02 R AC 79 $2.19 3 81.259 SINGLE CHIP SEAL
BOULEVARD BOULEVARD
PENTLAND STREET ROSEMEAD SULTANA AVENUE PENTLA 07-03 R AC 78 $81~ 80.432 SINGLE CH IP SEAL
BOULEVARD
PENTLAND STREET ENC INITA AVENUE 890 E. CLOVER LY PENT LA 09-03 R AC 78 $11.988 80.723 SINGLE CHIP SEAL
AVENUE
RIO HONDO A VENUE LOWER AZUSA ROAD LA ROSA DRIVE RIOHON 09-03 c AC 79 $6.769 86.897 SINGLE CH IP SEAL
*'~ -Treatment from Project Selection Page 7 MTC StrcctSavcr
Sdcction Criteria:
St.:cnarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed I 0/18/2006
PMS102(i
Scenario: 3
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
RYLAND AVENUE LOWER AZUSA ROAD 290 S. LA ROSA DRIVE RYLAND 13A-02 R AC 7!l $5,517 !!0.484 SINGLE CHIP SEAL
RYLAND AVENUE DAINES DRIVE BOGUE STREET RYLAN D UC-02 R AC 78 $2.829 80.484 SINGLE CH IP SEAL
SPARKLETT STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 098-03 R AC 78 $1,026 80.438 SINGLE CHIP SEAL
BO ULEVARD
SPARKLETT STREET 215 W. PAL MAL 480 E. PAL MAL SPARKL 15 -01 R AC 78 $2.130 80.450 SINGLE CHIP SEAL
AV ENUE AVENUE
SA INT JAMES DRIVE GARIBALD I A VENUE 255 N. GARIBALDI STJAME OS -05 R AC 79 $1.082 80.957 SING LE CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN A VENUE SULTAN 01 -06 c AC 77 $12.342 84.389 SINGLE CHIP SEAL
SULTANA AVENUE ACASODRIVE SERENO DRIFE SULTAN 7A-03 c AC 79 $5.281 86.928 SINGLE CHIP SEAL
WENDON STREET 490 W. A VON A VENUE AVON AVENUE WENDON 01-06 R AC 78 $1.502 80.494 SINGLE CHIP SEA L
WILDFLOWER ROAD WELLAND A VENUE 435 li WELLAND WILDFL 17-01 R AC 78 $1,538 !!0.443 SINGLE CHIP SEAL
AVENUE
WILLMONTE A VENUE LOWER AZUSA ROAD DUFFY STREET WILLMO 11 -2.4 R AC 79 $6.825 8 1.259 SINGLE CHIP SEAL
ZADELL A VENUE 545 S. OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 78 $2.313 80.712 SING LE CH IP SEAL
Treatment Total $1 72 .880
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF A VENUE A_EffE 05-04 0 AC 93 $1.097 85.212 SLURRY SEAL
TEMPLE CITY BLVD TUNAS DRIVE
FLAHERTY STREET CLOVERLY A VENUE PRIMROSE A VENUE FLAHER 05 H-05 R AC 89 $2.033 102,566 SLURRY SEAL
FREER STREET EL MONTE A VENUE McCULLOCH A VENUE FREERS 17A-OJ c AC 91 $4.566 I 1Cl.019 SLU RRY SEAL
FREER STREET DALE VIEW A VENUE FARAGO AVENUE FREERS 17C-01 c AC 91 $2.10 1 1\0,019 SLURRY SEAL
HALIFAX ROAD LOWER AZUSA ROAD FREER STREET HALIFA 15A-OI c AC 88 $I0.5m 100 .655 SLURRY SEAL
KAUFFMAN A VENUE LOWER AZUSA ROAD BLACKLEY STREET KA UFFM 11-02 c AC 91 $11,585 109 ,841 SLURRY SEAL
LONGDEN AVENUE OAK AVENUE TEMPLE CITY LONG DE OSB-05 c AC 87 $5,602 96.496 SLURRY SEAL
BOULEVARD
LONGDEN AVENUE 200W . KAUFFMAN KAUFFMAN A VENUE LONG DE 05D-05 c AC 87 $849 96.496 SLUR RY SEAL
AVENUE
LONGDEN A VENUE KAUFFMAN A VENUE GOLDEN WEST LONGDE OSE-05 c AC 87 $1.627 96.496 SLURRY SEAL
AVENUE
** -Treatment from Pr~jecl Selection Page 8 MTC StrcctSaver
Sch:ction Criteria:
Scenarios Crih:ria :
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scen a rio: 3
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
LOWER AZ USA ROAD BALDWIN A VENUE I D E. BALDWIN LOWER 06C-02 A AC 93 $826 84.352 SLURRY SEAL
AVENUE
SULTANA AVENUE BROADWAY 300 S. LAS TUN AS SULTAN 7C-.3.6 c AC 81 $1.273 %.755 SLURRY SEAL
DRIVE
VAL STREET TEMPLE CITY 660 E. GOLDEN WEST VALSTR 03-05 c AC 92 $7.780 112.637 SLURRY SEAL
BOULEVARD AVENUE
Treatment Total $49.841
FREER STREET HALLOWELL A VENUE PAL MAL AVENUE FREERS ISB -01 c AC 100 $53.775 3 1.890 THIN ACOVERLAY(I.S
INC HES )
FREER STREET PAL MAL AVENUE EL MONTE A VE NUE FREERS ISC-01 c AC 100 $22 .173 .3 1.890 THI N AC OVERLAY (I.:'i
INCHES)
HERMOSA DRIVE BURTON A VENUE ENCINITA A VENUE HERMOS Ol-ll6 c AC 100 $188,819 34.703 THIN AC OVERLAY(I.:'i
INCHES )
LORA STREET 360 WEST PERSIMMON PERSIMMON A VENUE LORAST 17-0 1 R AC 100 $10.923 25.501 TH IN AC OVERLAY( 1.5
AVENUE INCHES)
Treatment Total $275.690
Year 2009 Total $498,411
Year: 2010
BOGUE STREET BALDWIN A VENUE GLICKMAN A VENUE BOGUES 13-02 R AC 79 $5.726 78,656 SINGLE CH IP SEAL
CLOVERLY AVENUE LOWER AZUSA ROAD 150 S. KENNERLY CLOVER 09B-03 c AC 79 $8,917 83.210 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE ISO S. KE NNERLY l 50 N. KENNERLY CLOVER 09C-03 c AC 79 $1,.361 !B.21 0 SINGLE CHIP SEAL
STREET STREET
CLOVERLY A VEN UE ISO N. KENNERLY OLIVE STREET CLOVER 09D-03 c AC 79 $4.677 83.210 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 79 $4.638 83.210 SINGLE CHIP SEAL
CLOVERLY AVENUE BROADWAY WEDGEWOOD STREET CLOVER U9F-04 c AC 79 $2.076 !!3.210 SINGLE CHIP SEAL
CLOVERLY AVENUE WEDGEWOOD STREET LIVE OAK A VENUE CLOVER 0 9G -03 c AC 79 $2.215 83,210 SINGLE CHIP SEAL
DAINES DRIVE EL MONTE AVENUE SANTA ANITA AVENUE DAINES 17-01 c AC 78 $10.385 73.362 SINGLE CHIP SEAL
'~* -Treatment from Project Selection Page 9 MTC StreetSaver
Selection Criteria:
Scenarios Criteria:
Scenari os ~ Sections Selected for Treatment Date Printed IO/I8 /2006
PMSI026
Scen ario: 3
Beginning EndinJ!
Street Name Location Location Street ID SectioniD FC Surface PCI Cost Rating Treatment
DANBURY STREET 375 W. PAL MAL PAL MAL A VENUE DANBUR 15-01 R AC 78 $1.639 78.221 SINGLE CHIP SEAL
AVENUE
EMPEROR A VENUE ROSEMEAD OAK AVENUE EMPERO 03B-05 c AC 77 $6.374 70,871 SINGLE CH IP SEAL
BOULEVARD
FORTSON DRIVE LOMAAVENUE ENCINITA A VENUE FORTSO 03-05 R AC 79 $1.730 78.646 SINGLE CHIP SEAL
HILTON A VENUE OLIVE STREET DAINES DRIVE HILTON 09A-03 R AC 78 $1.989 78.200 SINGLE CHIP SEAL
HILTON A VENUE DAINES DRIVE 265 N. DAINES DRIVE HILTON 098-03 R AC 78 $837 78.200 SINGLE CHIP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN A VENUE HOW LAN 11-02 c AC 78 $6,447 73.194 SINGLE CHIP SEAL
AVENUE
LANDSEER S'TREET 170W. DEGAS AVENUE GLICKMAN AVENUE LANDSE 13-02 R AC 78 $1.920 65.094 SINGLE CHIP SEAL
LA ROSA DRIVE BALDWIN A VENUE RYLAND A VENUE LAROSA BA-02 R AC 78 $3.230 64.955 SINGLE CHIP SEAL
LA ROSA DRIVE RYLAND AVENUE GLICKMAN A VENUE LAROSA 13B-02 R AC n $3.045 64.955 SING LE CHIP SEAL
LOI~A STREET PAL MAL AVENUE 460 E. PAL MAL LORAST 15-01 R AC 78 $2.011 7lU62 SINGLE CH IP SEAL
AVENUE
McCULLOCH A VENUE 220 SOUTH LIVE OAK LIVE OAK A VENUE MCCULL 170-01 R AC 78 $534 65.036 SINGLE CHIP SEAL
AVENUE
NOEL DRIVE 450 S . OLIVE STREET 500 N. BROADWAY NOELDR 7A-3 .6 R AC 78 $4.152 65 .105 SINGLE CHIP SEAL
PERSIMMON A VENUE 200 N. LOWER AZUSA GRAND A VENUE PERSIM 17A-OI c AC 77 $3.788 71.135 SINGLECHIPSEAL
ROAD
PERSIMMON AVENUE GRAND A VENUE DAINES DRIVE PERS IM 178-01 c AC 77 $10.687 71.135 SINGLE CHIP SEAL
PERSIMMON A VENUE DAINES DRIVE AS/LIVE OAK A VENUE PERSIM 17C-0 1 c AC 77 $4.262 7 1.1 35 SING LE CHIP SEAL
PRIMROSE A VENUE FLA HERTY STREET LONGDEN A VENUE PRIMRO 5B-05 c AC 78 $3 .278 8 I .343 SINGLE CHIP SEAL
RANDWICK DRIVE 545 W. DEGAS AVENUE DEGAS A VENUE RAND WI 13A-02 R AC 79 $2.]82 78 .722 S INGLE CHIP SEAL
SERENO DRIVE ROSEMEAD ENCINITA AVENUE SERENO 07-03 c AC 78 $15371 73 .194 S INGLE CHIP SEAL
BOULEVARD
SULTANA AVENUE 1070S. BROADWAY BROADWAY SULTAN 78-03 c AC 77 $3.897 87.282 SINGLE CHIP SEAL
WEN DON A VENUE GOLDEN WEST 310 W. ROWLAND WE N DON 058-05 R AC 78 $3.205 64.941 SINGLE C HIP SEAL
AVENUE AVENUE
WENDON A VENUE 3 10W.ROWLAND ROWLAND A VENUE WEN DON 05C-05 R AC 78 $1.129 64.94 1 SINGLE CHIP SEAL
AVENUE
** -Treatment from Pr11ject Selection Pag e 10 MTC StreetSaver
Selection Critcria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/200 6
PMSI026
Scen ario: 3
Begi n ning E n din g
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
Tr eatment Total $121.902
ALLEY WEST OF ANI[)ANBURY STREET 330 N. AN/DANBURY A_W/PE 17-01 0 AC R9 $437 83 .025 SLURRY SEAL
PERS IMMON A VENUE STREET
BALDWIN A VENUE LOWER AZUSA ROAD LIVE OAK A VENUE BALD WI 10-02 A AC 91 $48.7 11 95.507 SL URRY SEAL
WEDGEWOOD STREET 570 EAST CLOYERL Y 700 EAST CLOYERL Y WEDGEW 09C-04 R AC 90 $474 84.648 SLURRY SEAL
AVENUE AVENUE
---Treatment Total $49.622
BLACKLEY STREET ENCINITA AVENUE 840 E. CLOYERL Y BLACKL 09-03 A AC 88 $60 3 .556,1 50 SEAL CRACKS
AVENUE
EL MONTE A VENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMONT 12-01 A AC 88 $154 3.556 ,150 SEAL CRACKS
ROAD AVENUE
LIVE OAK A VENUE ENCINITA AVENUE BALDWIN A VENUE UYEOA 04A-04 A AC 88 $1 16 3.556.150 SEAL CRA CKS
Treatment Total $331
BARTLETT A VENUE HERMOSA A VENUE GARIBALDI A VENUE BARTLE 01-06 c AC 100 $68.514 22.395 THICK AC OY ERLA Y(2.5
INCHES)
TREE ROSE TERRACE 200 S. HERMOSA DRIVE HERMOSA DRIVE TREERO 0 1-06 R AC 100 $\4,118 17.988 THICK AC OYERLA Y(2.5
INCHES)
T reatment To tal $82.632
ALLEY WEST OF ALLEY SOUTH OF ARDSLEY DRIVE A_W/TE 09-03 0 AC 100 $10.(,9!! 24.25 6 THI N ACOYERLAY(I.5
TEMPLE CITY BLVD LOWER AZUSA RD. INCHES )
FA IRVIEW A VENUE BEIARCDA WH/ 50 E. McCLINTOCK FA IRY \ 178-01 R AC tOO $9.424 24.1 68 THI N ACOYERLA Y(I.5
AVENUE INC HES )
FREER STREET ARDEN DRIVE HALLOWELL A VENUE FREERS 15A-01 c AC 100 $1M86 31.68 8 THI N AC OVERLAY ( I .5
IN CHES )
GOLDEN WEST LIVE OAK A VENUE LONGDEN A VENUE GOLDE N 05-4,5 c AC 100 $170.924 32.0 16 THIN AC OVERL AY(I.5
AVENUE INCHES)
LA ROSA DRIVE 360 WEST PERS IMMON PERSIMMON A VENUE LAROSA 17-01 R AC 100 $11.25 1 23.455 THIN AC OVERLA Y(U
AVENUE IN CHES )
MILOANN STREET HALLOWELL A VENUE HALIFAX ROAD MILO AN 15-01 R AC 100 $1 5.1 45 26.221 THIN AC OYER LAY ( 1.5
INCHES )
** -Treatment from Project Selection Page I 1 MT C StrcetSavcr
St:lection Crih:ri:1:
Scc:nnri os Cri teri~:
Scenarios -Sections Selected for Treatment Date Printed 1011 8/2006
PMS1 026
Scenario: 3
Beginning Ending
Street Name Location Location Street JD Section m FC Surface PCI Cost Rating Treatment
ROWLAND A VENUE FLAHERTY STREIIT WEN DON A VENUE ROWLAN 05-05 R AC 100 $12 ,982 24.531 THIN AC OVERLA YC 1.5
INCHES)
Treatment Total $243.910
Year 2010 Total $498,.W6
Year: 2011
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 1 IB-02 c AC 79 $6.228 81.836 SINGLE CHIP SEAL
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNESA !IC-04 c AC 79 $6.70R 8 I.R36 SINGLE CH IP SEAL
BLACKLEY STREIIT TEMPLE CITY GOLDEN WEST BLACKL 11-02 R AC 78 $5.222 66.007 SINGLE CHIP SEAL
BOULEVARD AVENUE
CLOVERLY A VENUE FLAHERTY STREET WENDON STREET CLOVER 05B-05 R AC 79 $1.20 1 67.426 SINGLE CHIP SEAL
DA INES DR IVE HILTO N A VENUE CLOVERLY A VENUE DA INES 09A-03 c AC 78 $5.077 79.740 SINGLE CHIP SEAL
GOLDEN WEST LOWER AZUSA ROAD !50S. HALLWOOD GOLDEN I IA2.4 c AC 77 $25.D6 71.132 SINGLE CHIP SEAL
AVENUE DRIVE
GOLDEN WEST 150 S. HALLWOOD 150 N. KEY WEST GOLDEN IIB-02 c AC 77 $2.701 71.132 SINGLE CHIP SEAL
AVENUE DRIVE STREET
GOLDEN WEST !50 N. KEY WEST BLACKLEY STREET GOLDEN IIC2.4 c AC 77 $5,536 71.132 SINGLECHIPSEAL
AVENUE STREET
GOLDEN WEST BLACKLEY STREET OLIVE STREET GOLDEN IID-02 c AC 77 $3.283 71.132 SINGLE CHIP SEAL
AVENUE
GOLDEN WEST OLIVE STREIIT 145 S. DAINES DRIVE GOLDEN IIE-02 c AC 77 $3.001 71.132 SINGLECHI P SEAL
AVENUE
GOLDEN WEST 145 S. DAINES DRIVE LIVE OAK A VENUE GOLDEN IJF2.4 c AC 77 .$6,055 7 1.D2 SINGLE CHIP SEAL
AVENUE
HELEO A VENU E LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA 09A-03 c AC 78 $7.181 78.231 SINGLE CHIP SEAL
HELEO A VENUE 580 S. LIVE OAK LIVE OAK A VENUE HE LEO A 098-04 c AC 77 $1,886 80.008 SINGLE CHIP SEAL
AVENUE
IVAR AVENUE HERMOSA DRIVE LONGDEN AVENUE IVARAV 0 1-06 c AC 79 $9.886 81,794 SINGLE CH IP SEAL
LA ROSA DRIVE GLICKMA N A VENUE ARDEN DR IVE LAROSA 13C-02 R AC 78 $:t226 65.364 SINGLE CH IP SEAL
**-Tmatmcnt from Project Sclcclion Page 12 MTC Strt:etSav e r
Se lection Criteria:
Scenarios Criteria :
Scenarios -Sections Selected for Treatment Date Printed 1011812006
PMSI026
Scenario: 3
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
LIVIA A VENUE LONGDEN A VENUE EMPEROR A VENUE LIVIA A 03-05 c AC 77 $6325 79.956 SINGLE CHIP SEAL
LOMAAVENUE WOOLLEY STREET EMPEROR A VENUE LOMAAV 03-05 R AC 79 $3,264 76303 SINGLE CHIP SEAL
OAK AVENUE LONGDEN A VENUE CAMINO REAL OAKAV 03-05 c AC 78 $13,006 76.190 SINGLECHIPSEAL
OAK AVENUE LIVE OAK A VENUE GARIBALDI A VENUE OAKAV SA-04 c AC 78 $12.020 77.476 SINGLE CHIP SEAL
OLEMA STREET OAK AVENUE 330 EAST OAK A VENUE OLEMAS 038-05 R AC 78 $825 65.328 SINGLE CHIP SEAL
OLEMA STREET 330 EAST OAK A VENUE TRELA WNEY A VENUE OLEMAS 03C-05 R AC 78 $4,052 65.328 SINGLE CHIP SEAL
ROCCUSLANE BURTON AVENUE 280E. BURTON ROCCUS 01 -06 R AC 78 $1 .050 76.598 SINGLE CHIP SEAL
AVENUE
WEDGEWOOD STREET 810 WEST GOLDEN GOLDEN WEST WEDGEW 1 1-04 R AC 79 $3.647 67.442 SINGLE CHIP SEAL
WEST AVENUE AVENUE
WELLAND A VENUE FREER STREET 300 S. LIVE OAK WELLAN I 7-01 c AC 78 $10.669 76.541 SINGLE CHIP SEAL
AVENUE
WOODRUFF A VENUE ENCINJTA AVENUE 220 E. ROWLAND WOODRU 05-04 c AC 78 $20J27 76.307 SINGLE CHIP SEAL
AVENUE
Treatment Total $167513
BARELA A VENUE CRAIGLEE STREET WOOLLEY STREET BARELA 03-05 R AC 92 $2.476 89.622 SLURRY SEAL
BROADWAY BW/EATON WH/1698 BFJEA TON WH/1698 BROADW 07A-03 c AC 93 $172 82.468 SLURRY SEAL
LAS TUNAS DRIVE MUSCATEL AVENUE BW/EA TON WH/0935 LA STUN 02A-06 A AC 89 $3.602 102.558 SLURRY SEAL
LAS TUNAS DRIVE BWIEATON WH/0935 SULTANA AVENUE LA STUN 02B-06 A AC 89 $21.776 102.558 SLURRY SEAL
LAS TUNAS DRIVE GOLDEN WEST !95 E. ROWLAND LA STUN 02E-04 A AC 89 $9.411 102.558 SLURRY SEAL
AVENUE AVENUE
LIVE OAK A VENUE BALDWIN A VENUE 760 E . BALDWIN LIVEOA 4B-02 A AC 89 $4,277 102.558 SLURRY SEAL
AVENUE
LIVE OAK A VENUE 760 E. BALDWIN GLICKMAN A VENUE LIVEOA 4C-02 A AC 89 $2.521 102.558 SLURRY SEAL
AVENUE
LOWER AZUSA ROAD SPB 492.7 BEIEA TON WH/1 053 LOWER 06A-03 A AC 89 $3.791 102.558 SLURRY SEAL
SALTER A VENUE LONGDEN A VENUE ESTRELLA A VENUE SALTER 03-05 R AC 91 $1.593 X7.778 SLURRY SEAL
Treatment Total $49.6 19
**-Treatment from Project Selection Page 13 MTC StrcctSaver
Scl~ction Criteria:
Scenarios Critcna:
Scenarios -Secti ons Selected for Treatment Date Printed 10/1 8/2006
PMS I02 6
Scenario: 3
Beginning E n d ing
Str eet Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
ALLEY EAST OF ALLEY SOUTH OF ALLEY NORTH OF A_EITE 11-02 0 AC 88 $11 905.643 SEAL CRACKS
TEMPLE CITY BLVD LOWER AZUSA RD . LOWER AZUSA RD .
ALL. SOUTH OF LOWER ALLEY WEST OF TEMPLE CITY A_ SILO 09-0J 0 AC 88 .1\6 905.643 SEAL CRACKS
AZUSA ROAD TEMPLE CITY BLVD BOULEVARD
ALL. SOUTH OF LOWER TEMPLE CITY ALLEY EAST OF AS/LOW 11-02 0 AC 88 $6 905.643 SEAL CRA CKS
AZUSA ROAD BOULEVARD TEMPLE CITY BLVD
CAMELLIA A VENUE BLACKLEY STREET 460 N. BLACKLEY CAM ELL IIB-02 R AC 88 $5 2,415.048 SEAL CRACKS
STREET
GRAND A VENUE 260 E. DALEV IEW SANTA ANITA A VENUE GRANDA 178-01 c AC 86 $22 1.67!!.492 SEAL CRACKS
AVENUE
MUSCA TEL A VENUE 170 S. LAS TUNAS LONGDEN AVENUE MUSCAT 01-06 c AC 86 $169 1.678.492 SEAL CRACK S
DRIVE
Treatment Total $219
ARDEN DRIVE 6.10 S. FREER STREET OLIVE STREET ARDEND 15B-01 c AC 100 $1 04.785 21 .758 THICK AC OVERLA Y(2.5
INCHES)
ARDEN DRIVE OLIVE STREET NADINE STREET ARDEND 15C-OI c AC 100 $17.963 21.758 THICK AC OVERLA Y(2.5
INCHES )
ARDEN DRIVE NADINE STREET DAINES DRIVE ARDEND 15D-OJ c AC 100 $22 .7 11 21.758 THICK AC 0VERLAY (2.5
INCHES)
ALLEY SOUTH OF LAS AEIKAUFFMAN GOLDEN WEST AS-LAS 05-04 0 AC 100 $8.9.W 17 .M I THICK AC OVERLA Y(2.5
TUNAS DR IVE AVENUE AVENUE INCHES )
PAL MALL-FREER TO 200 N. FREER STREET DAINES DRIVE PAL_MA 15B-0 1 c AC 100 $88.960 21.68 7 THICK AC OVERLA Y(25
LIVE OAK INCHES )
Treatment Total $243 .35 8
ALLEY EAST OF EL 930 SOUTH GRAND GRAND AVENUE A_EIEL 17-01 0 AC 100 $2 .1.028 22.020 THIN AC OVEJ{LA Y( 1.5
MONTE A VENUE AVENUE INCHES )
MILOANN STREET 360 WEST PERS IMMON PERS IMMON AVENUE MILO AN 17-0 1 R AC 100 $1 1.588 22.900 THIN ACOVERLAY (1.5
AVENUE INCHES )
Treatment Total $34.616
Year 2011 Total $495,.125
** -Treatment from Projec t Selection Page 14 MTC Strl!ctS a vcr
Sch:ction Criteria:
Scenarios Criteria :
Street Name
Beginning
Location
** -Treatment from Projec t Selection
Sclc!clion Cril~:ria:
Scenarios Criterin:
Scenarios -Sections Selected for Treatment
Ending
Location Street 10 Section ID FC Sunnce PCI Cost
Grand Total $2,489,856
Page 15
Date Printed 1011 8/2006
PMS 1026
Scenario: 3
Rating Treatment
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Scenarios -Sections Selected for Treatment PMSJ026
Interest: 5.00% Inflation: 3.00% Scenario: 4
~ Budget PMAmt Year Budget PMAmt Year Budget PMAmt
2007 $750.000 10% 2008 $750,000 t O% 2009 $750,000 10%
2010 $750.000 10'1!: 2011 $750.000 10 %
Street Name Beginning Ending
Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
Year: 2007
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF A VENUE AEJCAM 05-04 0 AC 79 $1 .034 ll6.302 SINGLE CH IP SEAL
CAMELLIA A VENUE TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF A VENUE ALLEYE 05-04 0 AC 79 $1.034 86.302 SINGLE CHIP SEAL
CLOVERLY A VENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY A VENUE KAUFFMAN A VENUE ALLEYN 05-04 0 AC 79 $J.!!ll9 86.J02 SINGLE CHIP SEAL
TUNAS DRIVE
BURTON A VENUE 255 S. HERMOSA DRIVE LONGDEN A VENUE BURTON 01-06 c AC 74 $9.1m !!5.217 SINGLE C HIP SEAL
CLOVERLY AVENUE LIVE OAK A VENUE GARIBALDI A VENUE CLOVER 05A-04 R AC 71 $14.660 83.690 SINGLE CHIP SEAL
CLOVERLY A VENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A-03 R AC 78 $1.960 85.500 SINGLE CHIP SEAL
CLOVERLY A VENUE LOWER AZUSA ROAD 150 S. KENNERLY CLOVER 09B-03 c AC 77 $8,160 89 .715 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE 150 S. KENNERLY 150 N. KENNERLY CLOVER 09C-03 c AC 77 $1.246 !!9,715 SINGLE CHIP SEAL
STREET STREET
CLOVERLY A VENUE I 50 N. KENNERLY OLIVE STREET CLOVER 090-03 c AC 77 $4.280 89 .715 SINGLE CHIP SEAL
STREET
CLOVERLY A VENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 77 $4.244 89.715 SINGLE CHIP SEAL
CLOVERLY A VENUE BROADWAY WEDGEWOOD STREET CLOVER 09F-04 c AC 77 $1.900 89.715 SINGLE CHIP SEAL
CLOVERLY A VENUE WEDGEWOOD STREET LIVE OAK A VEN UE CLOVER 09G-03 c AC 77 $2,027 89.715 SINGLE C HIP SEAL
DAINES DRIVE HILTON AVENUE CLOVERLY A VENUE DAIN ES 09A-03 c AC 79 $4.511 91.674 SING LE CH IP SEAL
DOREEN A VENUE LOWER AZU SA ROAD FREER STREET DOREEN 15-01 R AC 79 $9.920 86.345 SINGLE CHIP SEAL
ENC INITA AVENUE LIVE OAK A VENUE LAS TUNAS DRIVE ENCINI O:'iA-04 c AC 72 $5,978 81 ,646 SINGLE CHIP SEAL
ENCINITA AVENUE 480 S. LONGDEN LONGDEN A VENUE ENCINl O:'iC-05 c AC 73 $2.027 82.957 SIN GLE C HIP SEAL
AVENUE
*':' -Treatment from Project Selection Page I MTC StreetSavcr
Selection Criteria :
Scenarios Criteria:
Scenarios-Sections Selected for Treatment Date Printed I 0/1 H/2006
PMSl026
Scenario: 4
Beginning Ending
Street Name Location L o cation StrcetiD Sectio n ID FC Surface PCI Cost Rating Treatment
ENCINITA A VENUE LAS TUNAS DR IVE 480 S . LONGDEN ENCINI SB-4.5 c AC 73 $9.100 82.957 SINGLE CHIP SEAL
AVENUE
FARAGO A VENUE GRAND A VENUE FREER STREET FARAGO 17A-01 R AC 79 $5.000 86,326 SINGLE CHIP SEAL
FARAGO A VENUE FREER STREET 365 N. FREER STREET FARAGO 17B-OI R AC 79 $1.054 86.326 SINGLE CHIP SEAL
FLAHERTY STREET ENCINITA AVENUE :mE. ENC INITA FLAHER 05A-05 R AC 79 $1.083 86J02 SINGLE CHIP SEAL
AVENUE
GLICKMAN A VENUE LOWER AZUSA ROAD LA ROSA DR IVE GLICKM 13A-02 c AC 73 $6,::160 82 .934 SI NGLE CHIP SEAL
GLICKMAN A VENUE GREEN STREET I 00 N. RANDWICK GLICKM 138-02 c AC 73 $1.956 84,013 SINGLE CHIP SEAL
DRIVE
GLICKMAN A VENUE 100 N. RANDWICK OLIVE STREET GLICKM 13C-02 c AC 73 $2.174 84.013 SINGLE CHIP SEAL
DRIVE
GLICKMAN A VENUE BOGUE STREET LIVE OAK A VENUE GLICKM 13D-02 c AC 73 $1,817 84.013 SINGLE CHIP SEAL
HALDEMAN STREET BURTON A VENUE 310E. BURTON HALDEM 01-06 R AC 79 $896 86 .291 SINGLE CHIP SEAL
AVENUE
HALLWOOD DRIVE 215 W. PAL MAL 480 E. PAL MAL HALLWO 15-02 R AC 79 $2.008 86J45 SINGLE CH IP SEAL
AVENUE AVENUE
HELEO A VENUE LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA 09A-03 c AC 79 $6.380 89.828 SINGLE CH!P SEAL
HELEO A VENUE 580 S. LIVE OAK LIVE OAK A VENUE HELEOA 098-04 c AC 78 $1.676 89 .388 SINGLE CH IP SEAL
AVENUE
HILTON AVENUE OLIVE STREET DAINES DRIVE HILTON 09A-OJ R AC 74 $1.820 84 .152 SINGLE CHIP SEAL
HILTON AVENUE DAINES DRIVE 265 N. DAINES DRIVE HILTON 09B-03 R AC 74 $766 84.152 SINGLE CH IP SEAL
IVAR AVENUE HERMOSA DR IVE LONGDEN AVENUE IVARAV 01-06 c AC 71 $8.783 79.432 SINGLE CHIP SEAL
LIVIA A VENUE LONGDEN A VENUE EMPEROR A VENUE LIVIAA 03-05 c AC 78 $5 .620 89.353 SINGLE CHIP SEAL
LONGDEN AVENUE 355 W. LIVIA A VENUE ENC INITA AVENUE LONG DE 018-05 c AC 72 $3.142 83.936 SINGLE CHIP SEAL
LONGDEN A VENUE 303 E. BE/EATON 355 W. LIV IA AVENUE LONG DE IA-5 .6 c AC 72 $9.628 83 .936 SINGLE CHIP SEAL
WH/1153
L YNROSE STREET 415 W. McCULLOCH McCULLOCH A VENUE LYNROS 17-01 R AC 79 $1,291 86.330 SINGLE CHIP SEAL
AVENUE
PRIMROSE A VENUE LONGDEN A VENUE 300 N. LONGDEN PRIMRO 03-05 R AC 79 $1.000 86.302 SINGLE CHIP SEAL
AVENUE
PRIMROSE A VENUE FLAHERTY STREET LONGDEN A VENUE PRIMRO 58-05 c AC 76 $3.000 !!6.899 SINGLE CHIP SEAL
** -Treatment from Project Selection Page 2 MTC StrectSavcr
Selection Criteri:L:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed I 0/ I X/2006
PMS1026
Scen ario: 4
Begin ning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
RANCHO REAL ROAD ROSEMEAD LOMAAVENUE RANCHO 07 -03 R AC 78 $5.800 85.443 SINGLE CHIP SEAL
BOULEVARD
RIO HONDO A VENUE LIVE OAK A VENUE WORKMAN A VENUE RIOHON 05-04 R AC 7 1 $2.!:!00 t0.692 SINGLE CHIP SEAL
ROCCUSLANE BURTON AVENUE 280 E. BURTON ROCCUS 01 -06 R AC 75 $933 84.461 SINGLE CHIP SEAL
AVENUE
ROSEGLEN STREET 215 W. PAL MAL 480 E. PAL MAL ROSEGL 15-01 R AC 79 $2.()()8 1!6.345 SING LE CH IP SEAL
AVENUE AVENUE
RYLAND AVENUE 290 S. LA ROSA DRIVE LA ROSA DRIVE RYLA ND 13B-02 R AC 79 $1.321 1!6.307 SINGLE CHIP SEAL
SAINT JAMES DRIVE GARIBALDI A VENUE 255 N. GARIBALDI STJAME 05-05 R AC 73 $1.020 84 .096 SINGLE CHIP SEAL
AVENUE
Treatm ent Total $164,939
CAM INO REAL OAK AVENUE 115 WEST BRENTMEAD CAMINO 03A-05 c AC 95 $1.492 I 13.826 SLURR Y SEAL
AVENUE
FREER STREET McCULLOCH A VENUE DALEV IEW A VENUE FREERS 178-01 c AC 93 $1.436 109 .810 SLURRY SEAL
FREER STREET DALEVIEW A VEN UE FARAGO AVENUE FREERS 17C-OI c AC 93 $1.980 109.810 SLURRY SEAL
FREER STREET FARAGO AVENUE SANTA ANITA AVENUE FREERS 17D-01 c AC 93 $1.300 109.810 SLURRY SEAL
SULTANA AVENUE BROADWAY 300 S. LAS TUNAS SULTAN 7C-3.6 c AC 85 $1.200 110.167 SLURRY SEAL
DR IVE
TEMPLE CITY CAMINO REAL LIVE OAK AVENUE TEMPLE 8A-4.5 A AC 92 $47.076 147.412 SLURRY SEAL
BOULEVARD
TEMPLE CITY LIVE OAK A VENUE BROADWAY TEMPLE RB-04 A AC 90 $6.367 140.943 SLU RRY SEAL
BOULEVARD
TEMPLE CITY 560 S. LOWER AZUSA BNIEATON WH/1051 TEMPLE 80-02 A AC 91 $5.013 144.274 SLURRY SEAL
BOULEVARD ROAD
TEMPLE CITY BNIEATON WH/1051 BS/EATONWH/1051 TEMPLE SE-02 A AC 90 $335 140 .943 SLUR RY SEAL
BOULEVARD
TEMPLE CITY BSIEATON WH/1051 SPB 493.3 TEMPLE SF-02 A AC 91 $1.467 144 .274 SLURRY SEAL
BOULEVARD
VAL STREET TEMPLE CITY 660 E. GOLDEN WEST VALSTR 03-05 c AC 94 $7.333 111.018 SLURRY SEAL
BOULEVARD AVENUE
Trea tm ent Total $74.998
**-Treatment from Project Selection Pag.:: 3 MTC Strce tSavc r
St:1~ction Criteria:
Scenarios Criteria:
Scenarios-Sections Selected for Treatment Date Printed 10/Jll/2006
PMS1026
Scenario: 4
Beginning E nding
Street Name Location Location StreetiD Section ID FC Surface PCI Cost Rating Treatment
BLACKLEY STREET ENCJNITA AVENUE 840 E. CLOVERLY BLACKL 09-03 A AC 100 $11.080 459 .567 THICK AC OVERLA Y(2.5
AVENUE INCHES)
EL MONTE AVENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMONT 12-01 A AC 100 $28.187 4.~8.679 THICK AC OVERLA Y(2.5
ROAD AVENUE INCHES)
LIVE OAK A VENU E E NC INITA AVENUE BALDWIN A VENUE LIVEOA 04A-04 A AC 100 $21.301 456.593 TH ICK AC OVERLA Y(2.5
I NCHES)
---Treatment Total $60.568
ALL. SOUTH OF LOWER ALLEY WEST OF TEMPLE CITY A_S/LO 09-03 0 AC 100 $5,I70 28.1!81 THI N AC OVERLAY ( 1.5
AZUSA ROAD TEMPLE CITY BLVD BOULEVARD INCHES)
ALL. SOUTH OF LOWER TEMPLE CITY ALLEY BAST OF AS/LOW 11-02 0 AC 100 $5,170 26.320 THT N AC OVERLAY ( 1.5
AZUSA ROAD BOULEVARD TEMPLE CITY BLVD INCHES)
GRAND A VENUE EL MONTE A VENUE 260 E. DALEVIEW GRANDA 17A-OI c AC 10 0 $8 1,136 34,854 THIN AC OVERLAY ( 1.5
AVEN UE INCHES)
MUSCATEL AVENUE 170 S. LAS TUNAS LONGDEN A VENUE MUSCAT 01-06 c AC 100 $168.300 37.356 THI N AC OVERLA Y(1 .5
DRIVE INC HES )
WORKMAN A VENUE ENCINITA AVENUE 220 E. ROWLAND WORKMA 05-04 c AC 100 $186,7 14 37,005 THIN ACOVERLAY(l.5
AVENUE INC HES )
Treatment Total $446.490
Yea r 2007 Total $746,995
Year: 2008
AGNES A VENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNES A I IA-04 c AC 78 $1.215 87.629 SINGLE CHIP SEAL
ROAD
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 118-02 c AC 77 $5.699 1!8,2 19 SINGLE CH IP SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA IIC-04 c AC 77 $6 .139 88.219 SINGLE CHIP SEAL
ALESSANDRO A VENUE LOWER AZ US A ROAD LA ROSA DRIVE A LESS A 9A-03 c AC 78 $6,571 87.629 SINGLE CHIP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALES SA 98-03 c AC 78 $3 .687 87.629 SINGLE CHIP SEAL
ALESSANDRO A VENUE BLACKLEY STREET OLIVE STREET ALESSA 9C-03 c AC 78 $1.419 87.629 SI NGLE CHIP SEAL
ALESSANDRO A VENUE BROADW AY LIVE OAK A VENUE A LESS A 90-04 c AC 78 $3.388 87.629 SINGLE CHIP SEAL
** -Treatment fro m Project Selection Page 4 MTC StrcctSavcr
Selection Criteria:
Scenarios Cri teria:
Scenarios -Sections Selected for Treatment Date Printed 10/IH/2006
PMS I026
Scenario: 4
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
ALLEY WEST OF ALLEY NORTH OF LAS WOODRUFF A VENUE ALLEYW 05-04 0 AC 79 $1 ,065 83 .694 SINGLE CHIP SEAL
TEMPLE CITY BLVD TUNAS DRIVE
CLOVERLY AVENUE LIVE OAK AVENUE GARIBALDI AVENUE CLOVER OSA-04 R AC 79 $15 .100 83.697 SINGLE CHIP SEAL
ENC INITA AVENUE LIVE OAK A VENUE LAS TUNAS DRIVE ENCIN I 05A-04 c AC 78 $6,157 87.314 SINGLE C HIP SEAL
GLICKMAN A VENUE GREEN STREET 100 N. RANDWICK GLICKM 138-02 c AC 79 $2.014 89.408 SINGLE CHIP SEAL
DRIVE
GLICKMAN A VENUE 100 N. RANDWICK OLIVE STREET GLICKM 13C-02 c AC 79 $2.240 89.408 SI NG LE CHIP SEAL
DRIVE
GLICKMAN A VENUE BOGUE STREET LIVE OAK A VENUE GLICKM IJD-02 c AC 79 $1.871 89.408 SINGLE CHIP SEAL
IVARAVEN UE HERMOSA DRIVE LONGDEN A VENUE IVARAV 01-06 c AC 77 $9.1147 88 .177 SI NGLE CHIP SEAL
LONGDEN A VENUE 355 W. LIVIA AVENUE ENC INITA AVENUE LONG DE OIB-05 c AC 79 $3.236 89.334 SINGLE CHIP SEA L
LONGDEN A VENUE 303 E. BE/EATON 355 W. LIVIA A VENUE LONG DE 1A-5.6 c AC 79 $9.9 17 89.33 4 SINGLE CHIP SEAL
WH/1153
RIO HONDO A VENUE LIVE OAK A VENUE WORKMAN AVENUE RIOHON 05-04 R AC 79 $2.884 R3.7ll0 SINGLE CHIP SEAL
ROWLAND A VENUE LIVE OAK AVENUE 275 N. GARIBALDI ROWLAN 05-04 c AC 78 $12.030 87.598 SINGLE CHIP SEAL
AVENUE
SPARKLETT STREET FRATUS DRIVE ALESSANDRO A VENUE SPARKL 09A-03 R AC 78 $2.40 .~ 83 .245 SINGLE CHIP SEAL
Treatment To tal $96.085
BROADWAY ENCINITA AVENUE TEMPLE CITY BROADW 09-04 c AC 89 $11.673 100.990 SLURRY SEAL
BOULEVARD
CAM INO REAL 115 WEST BRENTMEAD TEMPLE CITY CAMINO 03B -05 c AC 95 $4.023 120.170 SLURRY SEAL
AVENUE BOULEVARD
FLAHERTY STREET CLOVERLY A VENUE PRIMROSE A VENUE FLAHER 058-05 R AC 90 $1.974 103 .697 SLURRY SEAL
FREER STREET EL MONTE A VENUE McCULLOCH A VENUE FREERS 17A-O I c AC 92 $4.433 110.914 SLURRY SEA L
HALIFAX ROAD LOWER AZUSA ROAD FREER STREET HALIFA 15A-01 c AC 90 $10,197 102.934 SLURRY SEAL
KAUFFMAN A VENUE LOWER AZUSA ROAD BLACKLEY STREET KAUFFM 11-02 c AC 92 $11.248 110 .743 SLURRY SEAL
SULTANA AVENUE 300 S . LAS TUNAS LAS TUNAS DRIVE SULTAN 7D -06 c AC 82 $1.133 100.556 SLURRY SEAL
DRIVE
TEMPLE CITY BROADWAY 560 S. LOWER AZUSA TEMPLE 8C -02 A AC 90 $29.609 146 .957 SLURRY SEAL
BOULEVARD ROAD
** -Treatment from Project Selection Page 5 MTC StreetSaver
Selection Criteria:
Scenarios Crilerin:
Scenarios -Sections Selected for Treatment Date Printed 10118/2006
PMSI026
Scenario: 4
Beginning Ending
Street Name Location Location StreetiD Section ID FC S urface PCI Cost Rating Treatment
WEOOEWOOD STREET 510 EAST CLOVERLY 700 EAST CLOVERLY WEDGEW O<JC-04 R AC 92 $446 81.261 SLURRY SEAL
AVENUE AVENUE
Treatment Total $74.7~6
ALLEY EAST OF ALLEY SOUTH OF ALLEY NORTH OF A_Efi'E I 1-02 0 AC 100 $9.744 27.9!!3 THIN AC OVERLAY(I.5
TEMPLE CITY BLVD LOWER AZUSA RD . LOWER AZUSA RD . INCHES)
ALLEY SOUTH OF ~50 WEST PERSIMMON PERS IM MON AVEN UE A_S/FR 17-01 0 AC 100 $7,93 1 26.024 THIN AC OVERLAY ( 1.5
FREER STREET AVENUE INCHES )
AGNES A VENUE LIVE OAK A VENUE GARIRALDI A VENUE AGNESA 05-04 c AC 100 $107 .884 34.148 THIN ACOVERLAY (I..'i
INCHES)
ENCIN ITA A VENUE SPB 492.6 LIVE OAK A VENUE ENCINI 07-3.4 c AC 100 $222.793 35.839 THIN AC OVERLAY( 1.5
INCHES)
FAIRVIEW A VENUE BE!ARCDA WH/ 50 E. McCLINTOCK FAIR VI 178-01 R AC 100 $8.!l83 23.637 THI N AC OVERLA Y(l..'i
AVENUE IN CHES )
GRAND A VENUE 260 E. DALEVIEW SANTA ANITA AVENUE GRA NDA 178-01 c AC 100 $22 .603 35.247 THI N AC OVERLAY ( 1.5
AVENUE INCHES)
HERMOSA DRIVE BURTON A VENUE ENCIN ITA AVENUE HERMOS 01-06 c AC 100 $1!!3.3 19 34.36 7 THIN AC OVERLAY ( 1.5
INCHES)
M!LOANN STREET HALLOWELL A VENUE HALIFAX ROAD MILO AN 15-01 R AC 100 $14.276 26.015 THIN AC OVERLAY (I5
INC HES )
Treatment Total $577.433
Year 2008 Total $748,255
Year: 2009
ACASODR1VE 325 WEST SERENO SERENO DRIVE ACASOD 09-03 R AC 78 $1.379 62 .683 SINGLE CH IP SEA L
DRIV E
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 78 $1.952 80.450 SI NGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W. DALEV IEW DALE VIEW A VENUE ARROWO 17A-01 R AC 78 $690 80.443 S INGLE CHIP SEAL
AVENUE
BISBY STREET FIESTA AVENUE TEMPLE CITY BISBYS 09-03 R AC 78 $2.546 81,224 SINGLE CH IP SEAL
BOULEVARD
** -Treatment from Project Selection Page 6 MTC StrectSavcr
Se lection Criteria :
Scenarios Cr ite ria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scenario: 4
Beginning Ending
Street Name Location Location StreetiD SectioniD FC Surface PCI Cost Rating Treatment
BOGUE STREET 455 W. PAL MAL PAL MAL AVENUE BOGUE 15A-01 R AC 79 $1.931 64.434 SINGLE CHIP SEAL
AVENUE
BOGUE STREET 355 W. EL MONTE EL MONTE A VENUE BOGUE 15B -OJ R AC 79 $1,172 64.434 SINGLE CHIP SEAL
AVENUE
BROADWAY TEMPLE CITY 150W. GOLDEN WEST BROADW llA-04 c AC 78 $5.493 70.856 SINGLE CHIP SEAL
BOULEVA RD AVENUE
BROADWAY 150 W. GOLDEN WEST BALDWIN AVENUE BROADW I IB-04 c AC 78 $6302 70.856 S INGLE C HIP SEAL
AVENUE
BURTON AVENUE 255 S. HERMOSA DRIVE LONGDEN AVENUE BURTON 01-06 c AC 78 $10.220 84.839 S INGLE CHIP SEAL
CAMBURY AVENUE OLIVE STREET LIVE OAK AVENUE CAM RUR 11-2.4 R AC 7H 53,660 80.712 SINGLE CHIP SEAL
CRAIGLEE STREET 180 W. GOLDEN WEST GOLDEN WEST CRAIGL 03D-05 R AC 7R $637 62.634 S ING LE CHIP SEAL
AVENUE AVENUE
DA INES DRIVE 275 W. TEMPLE C ITY TEMPLE CITY DAINES 098-02 c AC 78 $972 70.856 S INGLE C HIP SEAL
BOULEVARD BOULEVARD
DALEVIEW A VENUE GRAND A VENUE FREER STREET DALEVI 17-01 c AC 79 $5.304 86.988 S INGLE CHIP SEAL
DUFFY STREET 835 W . BALDWIN BALDWIN A VEN UE DUFFYS 11-04 R AC 78 $2.953 80.712 SINGLE CHIP SEAL
AVENUE
ENCJN ITA AVENUE 4110 S. LONGDEN LONGDEN A VENUE ENCINI 05C-05 c AC 77 $2.150 85.738 SINGLE CHIP SEAL
AVENUE
ENCINITA AVENUE LAS TUNAS DRIVE 480 S. LONGDEN ENCINI 5R-4.5 c AC 77 $9.654 ll5.738 SINGLE CHIP SEAL
AVENUE
FAIRHALL STREET 235 W . PAL MAL 460 E . PAL MAL FAIRHA 15-01 R AC 78 $2,130 80,450 SINGLE CHIP SEAL
AVENUE AVENUE
FIESTA AVENUE BISBY STREET LA ROSA DRIVE FIESTA 09-03 R AC 79 $8,148 81.155 SINGLE CH IP SEAL
FLAHERTY STREET GOLDEN WEST ROWLAND A VENUE FLAHER OSC-05 R AC 79 $3.395 81.257 S INGLE CHIP SEAL
AVENUE
GLICKMAN AVENUE LOWER AZUSA ROAD LA ROSA DRIVE GLJCKM 13A-02 c AC 77 $6.747 85.706 S INGLE CHIP SEAL
HALLWOOD DRIVE GOLDEN WEST AGNES AVENUE HALLWO 11-02 R AC 7R $2.334 80,484 S INGLE CHIP SEAL
AVENUE
JA YLEE DRIVE LOMA AVENUE 525 E . LOMA A VENUE JAYLEE 03-05 R AC 79 $1 .857 63,965 SI NGLE CHIP SEAL
KEY WEST STREET FRATUS STREET RIO HONDO A VENUE KEYWES 09-03 R AC 78 $1.662 63 .080 SINGLE CHIP SEAL
** ·Treatment from Prqject Selection Page 7 MTC StrcctSavcr
Selection Criteria:
Scenarios Cr iteria:
Scenarios-Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scenario: 4
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
KEY WEST STREET GOLDEN WEST AGNES A VEN UE KEYWES 11-02 R AC 78 $2,334 80,7 12 SINGLE CHIP SEAL
AVENUE
LA ROSA DRIVE 350 W. ENC INI TA ENC INITA AVENUE LAROSA 07-03 R AC n $L650 80.435 SINGLE CHIP SEAL
AVENUE
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 77 $1 1.203 84.496 SING LE CHIP SEAL
BOULEVARD
L YNROSE STREET 550 W. PAL MAL PAL MAL AVENUE LYNROS 15-01 R AC 78 $1.686 80.450 SINGLE CH IP SEAL
AVENUE
McCULLOCH A VENUE FREER STREER DAINES DR IVE MCCULL 17A-O I c AC 79 $5,071 87,00 1 SING LE CH IP SEAL
McCUL LOCH A VENUE DAINES DRIVE 150 S. L YNROSE MCCULL 178-01 c AC 79 $1.485 87.001 SINGLE CHIP SEAL
STREET
McCULLOCH A VEN UE I 50S. LYNROSE 220 S. LIVE OAK MCCULL 17C-OI c AC 79 $2,016 87,001 SINGL E CHIP SEAL
STREET AVENUE
NAD INE STREET 620 W. TEMPLE CITY TEMPLE CITY NAD INE 09-02 R AC 79 $2,193 81,259 SINGLE CHIP SEAL
BOULEVARD BOULEVARD
PENTLAND STREET ROSEMEAD SULTANA AVENUE PENT LA 07-03 R AC 78 $813 H0.432 SINGLE CHIP SEAL
BOULEVARD
PENTLAND STREET ENCINITA A VENUE 890 E. CLOVERLY PENTLA 09-03 R AC 78 $11.988 80,723 SINGLE CHIP SEAL
AVENUE
RIO HONDO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE RIOHON 09-03 c AC 79 $6.769 86.897 SINGLE CHIP SEAL
RYLAND AVENUE LOWER AZUSA ROAD 290 S. LA ROSA DRIVE RYLAND UA-02 R AC 78 $5.5 17 80.484 SINGLE CH IP SEAL
RY LAND AVENUE DAINES DRIVE BOGUE STREET RYLAND 13C-02 R AC 78 $2,829 80.484 SINGLE CHIP SEAL
SPARKLETT STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 098-03 R AC 78 $1.026 1!0.438 SINGLE CHIP SEAL
BOULEVARD
SPARKLETT STREET 215 W. PAL MAL 480E. PAL MAL SPARKL 15-01 R AC 78 $2.130 80.450 SINGLE CH IP SEAL
AVENUE AVENUE
SA INT JAMES DRIVE GARIBALDI A VENUE 255 N, GARIBALD I STJAME 05-05 R AC 79 $1.082 80.957 SINGLE CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN AVENUE SULTAN 01-06 c AC 77 $12,342 84.389 SINGLE CHIP SEAL
SULTANA AVENUE ACASODRIVE SERENO DRIFE SULTAN 7A-03 c AC 79 $5.281 86.928 S INGLE CHIP SEAL
WENDON STREET 490 W. A VON A VENUE AVON AVENUE WEN DON 01-06 R AC 78 $1,502 80.494 SINGLE CHIP SEAL
** -Trt!atment from Project Selection Page 8 MTC Stn:ctSavcr
Selection Crileri a:
Scenarios Critcri::~:
Scenarios ~ Sections Selected for Treatment Date Printed 10/18/2006
PMSI02o
Scenario: 4
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
WILDFLOWER ROAD WELLAND A VENUE 435 E. WELLAND WILDFL 17-01 R AC 7 8 $1.538 80.443 SINGLE CHIP SEAL
AVENUE
WILLMONTE A VENUE LOWER AZUSA ROAD DUFFY STREET WILLMO I 1-2.4 R AC 79 $6.825 81.259 SING LE CHIP SEAL
ZADELL AVENUE 545 S. OLIVE STREET OLIVE STREET ZAD ELL 13-02 R AC 78 $2,313 80.7 12 SING LE C HIP SEAL
Treatment Total $172.880
ALLEY EAST OF ALLEY NO RTH OF LAS WOODR UFF A VENUE A_EITE 05 -04 0 AC 9 3 $1,097 85.212 SLU RRY SEAL
TEMPLE CITY RL VD TUNAS DR IVE
ALLEY WEST OF AN/DANB URY STREET 330 N. AN/DANBURY A_ WIPE 17-01 0 AC 90 $424 82.209 SLURRY SEAL
PERSIMMON A VENUE STREET
BARELA A VENUE CRAIGLEE STREET WOOLLEY STREET BARELA 03-05 R AC 94 $2.334 85 .72 1 SLURRY SEAL
HALIFAX ROAD FREER STREET OLIVE STREET HALl FA ISB-0 1 c AC 87 $2 .82 9 96.42 1 SLURRY SEAL
HALIFAX ROAD OLIVE STREET LIVE OAK A VENUE HALIFA 15C-OI c AC 87 $8.233 96.42 1 SLU RRY SEAL
HART AVENUE LAS TUNAS DR IVE LONGDEN A VENUE HARTAV 01-06 c AC 86 $11.316 92.352 SLURRY SEAL
LOMAAVENUE LAS TUNAS DRIVE LONGDEN A VENUE LOMAAV 01 -06 c AC 87 $10.556 96.3 15 SLURRY SEAL
LONGDEN AVENUE ENC INITA AVE NUE OAK AVENUE LONG DE OSA-05 c AC 86 $V34 92.547 SLUR RY SEAL
LONGD EN AVEN UE OAK AVE NU E TEMPLE CITY LO NG DE 058-05 c AC 87 $5.602 96.496 SLURRY SEAL
BO ULEVARD
LONGDEN A VENUE TEMPLE CITY 200 W. KAUFFMAN LO NG DE 05C-05 c AC 87 $2.33 4 96.496 SL URRY SEAL
BOULEVARD AVENUE
LONGDEN A VENU E 200W. KA UFFMAN KAUFFMAN AVENUE LO NG DE OSD-05 c AC 87 $849 96.496 SLUR RY SEAL
AVENUE
LONGDEN A VENUE KAUFFMAN A VENUE GOLDEN WEST LO NG DE OSE-05 c AC 87 $1.6 27 96.496 SLURRY SEAL
AVENUE
LONGDEN A VEN UE GOLDEN WEST 660 E. GOLDEN WEST LONG DE OSF-05 c AC 87 $3.112 96.496 SLURRY SEA L
AVENUE AVENUE
MILOANN STREET GOLDEN WEST BALDWIN A VENUE MILOA N 11 -02 c AC 87 $6.978 96.421 SLURRY SEA L
AVENUE
OAK AVENUE LI VE OAK A VENUE GARIBALDI A VENUE OAKAV 5A-04 c AC 8 3 $11.330 87.920 SL URRY SEAL
SULTANA AVENUE I 070 S. BROADWAY BROADWAY SULTA N 7 8-03 c AC 80 $3.784 93.857 SLURRY SEAL
Treatment Total $74.739
** -Treatmen t from Project Selection Page 9 MTC StreetSavcr
Sckction Criteria:
Scenarios Criteria :
Beginning
Street Name Location
ARDEN DRIVE OLIVE STREET
ARDEN DRIVE NADINE STREET
BARTLETT A VENUE HERMOSA A VENUE
DEGAS AVENUE GREEN STREET
ENCINIT A A VENUE WOOLLEY STREET
PRIMROSE A VENU E LIVE OAK A VENUE
FREER STREET ARDE N DRIVE
FREER STREET HALLOWELL A VENUE
FREER STREET PAL MAL A VENUE
LORA STREET 360 WEST PERS IMMON
AVENUE
ROWLAND A VENUE FLAHERTY STREET
Year : 2010
BOGUE STREET BALDWIN A VENUE
CLOVERLY A VENUE LOWER AZUSA ROAD
** · Treatment from Pr~je c t Selection
Selection Criteria:
Scenarios Critcna:
Scenarios -Sections Selected for Treatment
Ending
Location Street ID Section ID FC Surface PCI
NADINE STREET ARDEND 15C-01 c AC 100
DAINES DRIVE ARDEND 15D-01 c AC 100
GARIBALDI A VENUE BARTLE 01 -06 c AC 100
RANDWJCK DRIVE DEGASA J:lA-02 R AC 100
LEMON AVENUE ENCINI 03B -05 c AC 100
FLAHERTY STREET PRIMRO 5A -4.5 c AC 100
Treatment Total
HALLOWELL AVENUE FREERS ISA -01 c AC 100
PAL MAL AVENUE FREERS 15B-OI c AC 100
EL MONTE A VENUE FREERS 15C-OI c AC 100
PERSIMMON A VENUE LORAST 17·01 R AC 100
WEN DON A VENUE ROWLAN 05-05 R AC 100
Treatment Total
Year 2009 Total
GLICKMAN AVENUE BOG UES 13-02 R AC 79
I 50 S. KENNERLY CLOVER 09B-03 c AC 79
STREET
Page 10
Date Printed 10/18/2006
PMS1026
Scenario: 4
Cost Rating Treatment
$16.932 22.299 THICK AC OVERLA Y(2 .5
INCHES)
$2 1.407 22.299 THICK AC OVERLA Y(2.5
INCHES)
$66 .518 22.7JJ THICK AC OVERLAY(2 .5
INCHES)
$.25.398 18.516 THICKACOVERLAY(2.5
INC HES>
$30.478 23.030 THICK AC OVER LA Y(2.5
INCHES)
$226.767 22.961 THICK AC OVERLA Y(2 .5
INC HES )
$387.500
$13 .094 31.172 THIN AC OVERLA Y( 1.5
INC HES)
$53.775 31.!190 THIN AC OVERLAY( I .5
INCHES)
$22.17.1 31.890 THIN AC OVERLA Y(l.:i
INCHES)
$10.923 25.501 THIN AC OVERLAY( I .5
IN CHES)
$12.603 24 .262 THIN ACOVERLAY (1.5
INCH ES)
$112.568
$747,687
$5 .726 78 .656 SINGLE CHIP SE AL
$8.917 83,210 SINGLE CHIP SEA L
MTC StrectSaver
Scenarios -Sections Selected for Treatment Date Printed 10/I R/200 6
PMSI026
Scenario: 4
Beginning Ending
Street Name Location Location StreetiD Section ID FC S urface PCI Cost Rating Treatment
CLOVERLY A VENUE 150 S. KENNERLY 150 N. KENNERLY CLOVER 09C-03 c AC 79 $1.36I 83.210 SI NG LE CHIP SEAL
STREET STREET
CLOVERLY AVENUE 150N. KENNERLY OLIVE STREET CLOVER 09D-03 c AC 79 $4,677 S3,210 SINGLE CHIP SEAL
STREET
CLOVERLY AVENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 79 $4.63!! X3.210 SINGLE CHIP SEAL
CLOVERLY A VENUE BROADWAY WEDGEWOOD STREET CLOVER 09F-04 c AC 79 $2.076 83.210 SINGLE CHIP SEAL
CLOVERLY A VENUE WEDGEWOOD STREET LIVE OAK A VENUE CLOVER 09G-03 c AC 79 $2.215 83.210 SINGLE CHIP SEAL
DAINES DRIVE EL MONTE A VENUE SANTA ANITA AVENUE DAINES 17-01 c AC 78 $10385 73.J62 SINGLE CHIP SEAL
DANS URY STREET 375 W. PAL MAL PAL MAL AVENUE DAN8UR 15 -01 R AC 78 $1.639 78 .22 1 S INGLE CHIP SEAL
AVENUE
EMPEROR A VENUE ROSEMEAD OAK AVEN UE EMPERO 038-05 c AC 77 $6.374 70 .871 SING LE CHIP SEAL
BOULEVARD
FORTSON DRIVE LOMAAVENUE ENCINITA AVENUE FORTSO 03-0.'i R AC 79 $1.730 78 .646 SINGLE CHIP SEAL
HILTON A VENUE OLIVE STREET DAINES DR IVE HILTON 09A-03 R AC 78 $1.989 78.200 SINGLE CHIP SEA L
HILTON AVENUE DAINES DRIVE 265 N. DAINES DRIVE HILTON 098-03 R AC 78 $S37 7S ,200 SINGLE CHIP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN A VENUE HOWLAN 1 1-o2 c AC 78 $6.447 73 .194 SINGLE CHIP SEAL
AVENUE
LANDSEER STREET 170 W. DEGAS AVENUE GLICKMAN A VENUE LANDSE 13-02 R AC 78 $1.920 65.094 SINGLE CHIP SEAL
LA ROSA DRIVE BALDWIN AVENUE RYLAND AVENUE LAROSA 13A-02 R AC 78 $3.230 64.955 SINGLE CHIP SEAL
LA ROSA DRIVE RYLAND AVENUE GLICKMAN A VENUE LAROSA 138-02 R AC 78 $3.045 64.955 SINGLE CHIP SEAL
LORA STREET PAL MAL AVENUE 460 E. PAL MAL LORAST 15-01 R AC 78 $2,011 7tU62 SINGLE CHIP SEAL
AVENUE
McCULLOCH A VENUE 220 SOUTH LIVE OAK LIVE OAK A VENUE MCCULL 170-01 R AC 78 $534 65.036 SING LE CHIP .SEAL
AVENUE
NOEL DRIVE 450 S. OLIVE STREET 500 N. RROADWA Y NOELDR 7A-3.6 R AC 78 $4.152 65 .105 SINGLE CH IP SEAL
PERS IMMON A VENUE 200 N. LOWER AZUSA GRAND A VENUE PERSIM 17A-01 c AC 77 $3.788 71.13 5 SINGLE CHIP SEAL
ROAD
PERSIMMON A VENUE GRAND A VENUE DAINES DRIVE PERSIM 178-01 c AC 77 $10.687 71.1 35 SINGLE CH IP SEAL
PERSIMMON AVENUE DAINES DRIVE AS/LIVE OAK A VENUE PERSIM 17C-OI c AC 77 $4.262 71.!35 SINGLE CHIP SEAL
PRIMROSE A VENUE FLAHERTY STREET LONGDEN A VENUE PRIMRO 58-05 c AC 78 $3.27S Sl .343 SINGLE CHIP SEAL
** -Treatment from Project Selection Page 1 1 MTC StrcetSavcr
Stllcclion Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSJ026
Scenario: 4
Beginning Ending
Street Name Location Location Street ID SectioniD FC Surface PCI Cost Rating Treatment
RANDWICK DRIVE 545 W. DEGAS A VENUE DEGAS A VENUE RAND WI 13A-02 R AC 79 $2.382 78 .722 SINGLE CHIP SEAL
SERENO DRIVE ROSEMEAD ENCINITA A VENUE SERENO 07-03 c AC 78 $15.371 73.194 SINGLE CHIP SEAL
BOULEVARD
WENDON A VENUE GOLDEN WEST 3JOW. ROWLAND WEN DON 05B-05 R AC 78 $3.205 64.941 SINGLE CHIP SEAL
AVENUE AVENUE
WENDON A VENUE 310W. ROWLAND ROWLAND A VENUE WEN DON 05C-05 R AC 78 $1.129 64.941 SINGLE CHIP SEAL
AVENUE
Treatment Total --$11 8.004
BALDWIN A VENUE LOWER AZUSA ROAD LIVE OAK A VENUE BALD WI 10-02 A AC 91 $48 .7 11 95.507 SLURRY SEAL
BROADWAY BW/EATON WH/1698 BE/EATON WH/1698 BROADW 07A-03 c AC 94 $167 77.160 SLURRY SEAL
LAS TUNAS DRIVE MUSCA TEL A VENUE BW/EATON WH/0935 LA STUN 02A-06 A AC 91 $3.497 95,507 SLURRY SEAL
LAS TUNAS DRIVE BWIEATON WH/0935 SULTANA AVENUE LA STUN 02B-06 A AC 91 $21.142 95.507 SLURRY SEAL
LOWER AZUSA ROAD BALDWIN A VENUE 113 E. BALDWIN LOWER 06C-02 A AC 91 $851 95.507 SLURRY SEAL
AVENUE
Treatment Total $74,368
BLACKLEY STREET ENCINIT A A VENUE !140 E. CLOVERLY BLACKL 09-03 A AC 88 $60 3_'i56, 150 SEAL CRACKS
AVENUE
EL MONTE AVENUE 285 N. LOWER AZUSA 200 S. LIVE OAK ELMONT 12-01 A AC 88 $154 3556,15 0 SEAL CRACKS
ROAD AVENUE
LIVE OAK A VENUE ENCINITA A VENUE BALDWIN A VENUE UVEOA 04A-04 A AC 88 $116 3.556,150 SEAL CRACKS
Treatment Total $:131
ALLEY SOUTH OF LAS AEIKAUFPMAN GOLDEN WEST AS-LAS 05-04 0 AC 100 $!1,678 17.889 THICK AC OVERLA Y(2.5
TUNAS DRIVE AVENUE AVENUE INCHES )
CAMELLIA A VENUE UVE OAK A VENUE 930 N. GARIBALDI CAM ELL 05-4.5 c AC 100 $267 .952 22 ,186 THICK AC OVERLA Y(2.5
AVENUE INCHES)
PAL MALL-FREER TO 200 N. FREER STREET DAINES DRIVE PAL_MA 158-01 c AC 100 $86369 21.973 TH ICK AC OVERLA Y(2 .5
LIVE OAK INCHES)
Treatment Total $363 .000
** -Treatment from Project Selection Page 12 MTC StrcctSavcr
Selc:ct ion Criteria:
Scl!narius Criteria:
Scenarios -Sections Selected for Treatment Date P r inted 10/18/2006
PMS1026
Scen ario: 4
B eginnin g E ndi ng
S treet Nam e Location Location StreetiD Section ID FC Surface PCI Cost Ratin g Treatment
ALLEY WEST OF ALLEY SOUTH OF ARDSLEY DRIVE A_WrrE 09-03 0 AC 100 $10.698 24.256 THIN AC OVERLAY( 15
TEMPLE CITY BLVD LOWER AZUSA RD. INCHES )
GOLDEN WEST LIVE OAK A VENUE LONGDEN A VENUE GOLDEN 05 -4.5 c AC 100 $170,\124 32.016 THINACOVERLAY(1.5
AVENUE INCHES )
LA ROSA DRIVE 360 WEST PERSIMMON PERS IMMON AVEN UE LAROSA 17-01 R AC 100 $11,25 1 23.455 TH I N AC OVERLA Y(l .5
AVENUE INCHES)
Treatment Total $192.873
Year 2010 Total $748,575
Year: 2011
AGNES A VENUE 295 N. LOWER AZUSA LA ROSA DRIVE AG NESA 118-02 c AC 79 $6.228 81.836 SINGLE C HI P SEA L
ROAD
AGNES A VENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 79 $6.708 81.836 SINGLE CHIP SEAL
BLACKLEY STREET TEMPLE CITY GOLDEN WEST BLACKL 11-02 R AC 78 $5.222 66.007 SINGLE CHIP SEAL
BOULEVARD AVENUE
CLOVERLY A VENUE FLAHERTY STREET WENDON STREET CLOVER 05H-05 R AC 79 $1.201 67.426 S INGLE CHIP SEAL
DAINES DRIVE HILTO N A VENUE CLOVERLY A VENUE DAINES 09A-03 c AC 78 $5.077 79.740 SINGLE CHIP SEAL
GOL DEN WEST LOWER AZUSA ROAD 150 S. HALLWOOD GOLDEN I IA2.4 c AC 77 $25.136 71.132 SINGLE CHIP SEAL
AVE NUE DRIVE
GOLDEN WEST !50S. HALLWOOD 150 N. KEY WEST GOLDEN 1 1B-02 c AC 77 $2.701 71.132 S INGLE CHIP SEAL
AVENUE DRIVE STREET
GOLDEN WEST 150 N. KEY WEST BLACKLEY STREET GOLDEN 11C2.4 c AC 77 $5 ,536 71.132 SINGLE CH IP SEA L
AVEN UE STREET
GOLDEN WEST BLACKLEY STREET OLIVE STREET GOLDEN IID-02 c AC 77 $3.283 71,132 SINGLECHIP SEAL
AVENUE
GOLDEN WEST OLIVE STREET 145 S. DAINES DRIVE GOLDEN I IE-02 c AC 77 $3.001 71.132 SINGLECHIPSEAL
AVENUE
GOL DEN WEST 145 S. DAINES D RIVE LIVE O A K A VENUE GOLDEN 11 F2.4 c AC 77 $6,055 7 1.132 S INGLE CHIP SEAL
AVENUE
HELEO A VEN UE LOWER AZUSA DR IVE LA ROSA DRIVE HELEOA 09A-03 c AC 78 $7.181 78.231 S INGLE CHIP SEAL
** -Treatment from Project Seh!ction Page 13 MTC StrcctSavcr
S~h:ction Crit~ria:
Sci.'Imrios Criteria:
Scenarios -Sections Selected for Treatment Date Printed 10/18/2006
PMSI026
Scenario: 4
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
HELEO A VENUE 580 S. LIV E OAK LIVE OAK A VENUE HELEOA 098-04 c AC 77 $1.886 80.008 SINGLE CHIP SEAL
AVENUE
lVAR AVENUE HERMOSA DRIVE LONGDEN A VENUE IV ARAV 01-06 c AC 79 $9,886 81.794 SINGLE CHIP SEAL
LA ROSA DRIVE GLICKMAN A VENUE ARDEN DRIVE LAROSA BC-02 R AC 78 $3.226 65.3(l4 SINGLE CHIP SEAL
LIVIA A VENUE LONGDEN AVENUE EMPEROR A VENUE LIVIAA 03 -05 c AC 77 $6,325 79.956 SINGLE CHIP SEAL
LOMAAVENUE WOOLLEY STREET EMPEROR A VENUE LOMAAV 03-05 R AC 79 $3.264 76.303 SINGLE CHIP SEAL
OAK AVENUE LONGDEN A VENUE CAMINO REAL OAKAV 03-05 c AC 78 $13.006 76 ,190 SINGLE CHIP SEAL
OLEMA STREET OAK AVENUE 33 0 EAST OAK A VENUE OLEMAS 038-05 R AC 78 $825 65.328 SINGLE CHIP SEAL
OLEMA STREET 330 EAST OAK A VENUE TRELA WNEY A VENUE OLEMAS 03C-05 R AC 78 $4.052 65.328 SINGLE CH IP SEAL
ROCCUS LANE BURTON A VENUE 280 E. BURTON ROCC US 01-06 R AC 78 $1.050 76.598 SINGLE CHIP SEAL
AVENUE
WEOOEWOOD STREET 8 10 WEST GOLDEN GOLDEN WEST WEDGEW 11-04 R AC 79 $3,647 67.442 SINGLE CH IP SEAL
WEST AVENUE AVENUE
WELLAND A VENUE FREER STREET 300 S. LIVE OAK WELLAN 17-01 c AC 78 $10.669 76,541 SINGLE CHIP SEAL
AVENUE
WOODRUFF AVENUE ENCINITA AVENUE 220 E. ROWLAND WOODRU 05 -04 c AC 78 $20,327 76.307 SINGLE CH IP SEAL
AVENUE
Treatment Total $155.493
ALLEY NORTH OF AW/PERSIMMON PERSIMMON A VEN UE ALLEYN 17-0 1 0 AC 88 $538 83.030 SLURRY SEAL
DANBURY AVENUE
LAS TUNAS DRIVE GOLDEN WEST 195 E. ROWLAND LASTUN 02E-04 A AC 89 $9.41 I 102.558 SLURRY SEAL
AVENUE AVENUE
LAS TUNAS DRIVE SULTANA AVENUE CLOVERLY AVENUE LASTUN 2C-4,6 A AC 89 $21.797 102 .558 SLURRY SEAL
LAS T UN AS DRIVE CLOVERLY AVENUE GOLDEN WEST LA STUN 2D-04 A AC 89 $2 0.909 102,558 SLURRY SEAL
AVENUE
LIVE OAK A VE NUE HALDWIN A VENUE 760 E. BALDW IN LIVEOA 48-02 A AC 89 $4.277 102,558 SLURRY SEAL
AVENUE
LIVE OAK A VE NUE 760 E. BALDWIN GLICKMAN A VENUE LIVEOA 4C-02 A AC 89 52.521 102 .558 SLURRY SEAL
AVENUE
LIVE OAK A VENUE GLICKMAN A VENUE 230 W. EL MONTE LIVEOA 40-1.2 A AC 89 $9.604 102.558 SLURRY SEAL
AVENUE
** -Treatment from Project Selection Page 14 MTC SlrcctSavcr
Sl!lec ti o n Criteria:
Scenarios Criteria:
Scenarios-Sections Selected for Treatment Date Printed 10/18/2006
PMS1026
Scenario: 4
Beginning Ending
Street Name Location Location Street ID Section ID FC Surface PCI Cost Rating Treatment
LOWER AZUSA ROAD SPB 492.7 BFJEATON WH/105~ LOWER 06A-03 A AC 89 $.1.791 102.5 58 SLURRY SEAL
SALTER A VENUE LONGDEN A VENUE ESTRELLA A VENUE SALTER 0.1-05 R AC 9 1 $1.593 87.778 SLURRY SEAL
Treatment Total $74.442
ALL. SOUTH OF LOWER ALLEY WEST OF TEMPLE CITY A_S/LO 09-03 0 AC 88 $6 905.643 SEAL CRACKS
AZUSA ROAD TEMPLE CITY BLVD BOULEVARD
ALL. SOUTH OF LOWER TEMPLE CITY ALLEY EAST OF AS/LOW 11-02 0 AC 88 $6 905.643 SEAL CRACKS
AZUSA ROAD BOULEVARD TEMPLE CITY BLVD
GRAND A VENUE EL MONTE A VENUE 260 E. DALEVIEW GRANDA 17A-OI c AC 86 $81 1 .678 .492 SEAL CRACKS
AVENUE
MUSCATEL A VENUE 170 S. LAS TUNAS LONGDEN A VENUE MUSCAT 01-06 c AC 86 $169 1.678.492 SEAL CRACKS
DRIVE
WORKMAN A VENUE ENC1NITA AVENUE 220 E. ROWLAND WORKMA 05-04 c AC 86 $187 1,678.492 SEAL CRACKS
AVENUE
Treatment Total $449
ALLEY SOUTH OF 215 W . PERSIMMON PERSIMMON A VENUE ALLEYS 17-01 0 AC 100 $12.825 12,667 RECONSTRUCT
DAINES AVENUE STRUCTURE (AC)
T reatment Total $12.825
ALL. NORTH OF LOWER ~05 WEST OF PAL MAL 265 EAST OF PAL MAL A_N/LO 15-01 0 AC 100 $24J79 17 .678 THICK AC OVERLAY(2.:'i
AZUSA ROAD AVENUE AVENUE INCHES)
ARDEN DRIVE LOWER AZUSA ROAD 630 S . FREER STREET ARDEND 15A-01 c AC 100 $224539 21.758 THICK AC OVERLA Y(2.5
INCHES)
ARDEN DRIVE 630 S. FREER STREET OLIVE STREET ARDEND 158-01 c AC 100 $104.785 21.758 THICK AC OVERLA Y(2.5
INCHES)
PAL MALL -L. AZUSA DAINES DRIVE LIVE OAK AVENUE PAL_MA 15C-OJ c AC 100 $10~.545 21.6!!7 THICK AC O VERLA Y(2.:'i
TO FREER INCHES)
TREE ROSE TERRACE 200 S. HERMOSA DRIVE HERMOSA DRIVE TREERO 01-06 R AC 100 $14542 17.694 THICK AC OVERLA Y(2 .5
INCHES)
Treatment Total $471 ,789
ALLEY EAST OF EL 930 SOUTH GRAND GRAND A VENUE A_EIEL 17-01 0 AC 100 $23.028 22.020 THIN AC OVERLAY( 1.5
MONTE AVENUE AVENUE INCHES)
** -Treatment from Project St::lcc.:tion Page 15 MTC StrcctSavcr
Sc lt:clio n Criteria:
Scenarios Criteria;
Street Name
MILOANN STREET
Beginning
Location
360 WEST PERSIMMON
AVENUE
** -Treatment from Project Selection
Selection Criteria:
Scenarios Criteria:
Scenarios -Sections Selected for Treatment
Ending
Location
PERSIMMON A VENUE
Street ID
MILO AN
Page
Section ID FC Surface PCI
17-01 R AC 100
Treatment Total
Year 2011 Total
Grand Total
16
Cost
$11"'i88
$34.616
$749,614
$3,741,126
Date Printed I 0/1 8/200 6
PMS I 026
Scenario: 4
Rating Treatment
22.900 THIN AC OVERLAY(I.:'i
INC HE S)
MTC StrcctSave r
APPENDIX
E
Selection Criteria:
Year
2007
2008
2009
2010
2011
PM Cost
%PM
Temple City
Needs -Projected PCI/Cost Summary
Inflation Rate = 3.00%
PCI Tr!,latcd PCI Untreated
85 74
84 71
85 69
84 66
83 64
Date Printed I 0/18/2006
PMSI008
Cost
$4.697 ,403
$946,506
$1.63 3,880
$474,547
$392.411
$939,187 Total Cost $8,144,748 ==========
11.53% Last Calculated or Inspected Average Weighted PCI 77
=======
Page MTC StreetSaver
Year PM Amt
2007 10%
2008 I (Yif>
2009 10%
2010 10%
2011 10%
Summary
Functional Class
Residcntiai/Locul
Collector
Arterial
Other
Grand Total:
Selection Critcrin:
Scenario5 Critcri:t:
Temple City
Scenarios -Cost Summary
Interest: 5.00% Inflation: 3.00%
Condition Categorl: Funded
Budget Rehabilitation II III IV y Prev. Maint. Stol! Gal!
$100.000 $89 .967 $89.967 $0 $0 $0 $9.94 1 $0
$100.000 $89.875 $89.875 $0 $0 $0 $9.787 $0
$100.000 $89.727 $89,727 $0 $0 $0 $9.952 $0
$100.000 $89,94 5 $89.9 45 $0 $0 $0 $9,996 $0
$100.000 $89 .9 48 $R9,948 $0 $0 $0 $9.9~1 $()
Funded Unmet
Rehabilitation Prev. Maint. Sto)! Gal! Stol! Gal!
$130,592 $3,780 $0 $35,981
$251,100 $25,632 $0 $114.328
$60,568 $18 ,131 $0 $0
$7 ,202 $2.064 $0 $6,943
$449,462 $49,608 $0 $15 7,251
Page
Date Printed 10/1 H/2006
PMSI034
Scenario: I
Unmet
Deferred SurJ!lus PM Sto)!~al!
$4597.496 $9~ $90,632
$4.796.127 $J3R $9,806
$5.979.8 19 $321 $24.991
$6.605,52~ $59 $16.067
$7.8 1 ~J66 $121 515.754
MTC StreetSaver
Year PMAmt
2007 10%
2008 10%
2009 10%
2010 10%
2011 IOCff.
Summary
Functional C lass
Residential/Local
Collector
Arterial
Other
Grand Total:
Selection Criteria:
Scenarios Criteria:
Temple City
Scenarios -Cost Summary
Interest: 5.00% Inflation: 3.00%
Condition Categori Funded
Budget Rehabilitation II m IV y Prev. Maint. Ston Gan
$250 ,000 $221,894 $216.724 $5.170 $0 $0 $24.643 $0
$250.000 $216 .211 $87.038 $129 .173 $0 $0 $24.661 $0
$250,000 $222.850 $172.880 $49.971 $0 $0 $24.984 $0
$2.'i0.000 $221.644 $121.902 $99 .742 $0 $0 $24.969 $0
$250.000 $221.795 $157.628 $46.204 $17.963 $0 $24.694 $0
Funded Unmet
Rehabilitation Prev. Maint. Ston Gal! Stol! Gal!
$285,149 $4,956 $0 $19.144
$689,758 $58,375 $0 $90,404
$60,568 $59,027 $0 $0
$68,919 $1.594 $0 $5,657
$1,104,394 $123.952 $0 $11 5,205
Page
Date Printed I 0/18/2006
PMS1034
Scenario: 2
U nmet
Deferred Surnlus PM Stoi!Gal!
$4.450,867 $3.404 $74 .086
$4.596.053 $9,127 $9.806
$5 .806.620 $2.166 $17.599
$6.290,022 $3.387 $7,076
$6.561 .1 ()() H51 1 $6.638
MTC StreetSavcr
Year PMAmt
2007 10%
2008 10~
2009 10%
2010 10%
2011 10%
Summary
Functional Class
Other
Arterial
Collector
Residential/Local
Grand Total:
Scleclion Criteria:
Scenarios Criteria:
Temple City
Scenarios -Cost Summary
Interest: 5.00% Inflation: 3.00%
Condition Categoo: Funded
Budget Rehabilitation II ill IV .Y. Prev. Maint. St~m Gal!
$500,000 $448.708 $225.507 $223.201 $0 $0 $49.977 $0
$500.000 $449.332 $96.085 $353.247 $0 $0 $49.708 $0
$500.000 $448.569 $172.880 $275.690 $0 $0 $49.841 $0
$500.000 $448.443 $121 .902 $243.910 $82.6 .:U $0 $49.953 $0
$500.000 $445.487 $167.513 $34.616 $243,358 $0 $49,838 $0
Funded Unmet
Rehabilitation Prev. Maint. StoJ! Gal! StoJ! Gal!
$77.419 $1,557 $0 $5,465
$60,568 $185,453 $0 $0
$1,751,401 $55,725 $0 $83,985
$351,152 $6,582 $0 $18,68 1
$2,240,539 $249,317 $0 $108,131
Page
Date Printed 10/18/2006
PMS 1034
Scenario: 3
Unmet
Deferred SurJ!lus PM StoJ!GaJ!
$4.198.718 $1.3 15 $70.08 1
$4.283 .166 $901 $9 .806
$5.503.368 $1..'i89 $16.922
$5.438.595 $1.604 $4.684
$5.515.96.3 $4.675 $6.6.1 8
MTC StreetSaver
Year PMAmt
2007 10%
2008 10%
2009 10%
2010 10%
2011 10%
Summary
Functional Class
Arterial
Collector
Other
Residential/Local
Grand Total:
Selection Criteria:
Sct!narios C riteria:
Temple City
Scenarios -Cost Summary
Interest: 5.00 % Inflation: 3.00%
Condition Categorl:: Funded
Budget Rehabilitation n III IV y Prev. Maint. Stol! Gal!
$750.000 $671.997 $225.507 $446.490 $0 $0 $74.998 $0
$750.000 $673.5 18 $96.085 $577.433 $0 $0 $74.736 $0
$750.000 $672.947 $172.880 $112.568 $.~87.500 $0 $74.739 $0
$750.000 $673.877 $118.004 $192.873 $3(13.000 $0 $74.698 $0
$750.000 $674.72.3 $155.49 3 $34.6 16 $47 1.789 $12.825 $74.8 91 $0
Funded Unmet
Rehabilitation Prev. Maint. Stol! Gal! Stol! Gal!
$60,568 $236,708 $0 $0
$2,868,772 $128,937 $0 $80,136
$114.646 $2,071 $0 $5,170
$323.076 $6,348 $0 $1H,571
$3,367.062 $.374,064 $0 $10.3,877
Page
Date Printed 10/18/2006
PMS1034
Scenario: 4
Unmet
Deferred Surl!lus PM Stoi!Gal!
$3.950.408 $3.005 $67.149
$3,956.956 $1.745 $9.68 9
$4.877.9 75 $2.313 $16.136
$4.923.677 $1.425 $4.684
$4.671.491 $386 $6 .219
MTC S trcctSavc:r
Year
2007
2010
Temple City
Scenarios -Network Condition Summary
Interest: 5.00% Inflation: 3.00 %
Budget PM Amt Budget
$100.000
$100.000
PMAmt
10%
10%
Year
2008
2011
$100.000 10 %
$100.000 10%
Projected Network Average PCI by year
Year Never Treated With Selected T!:eatment
2007 74 75
2008 71 73
2009 69 71
2010 66 69
2011 64 67
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2007, prior to applying treatments.
Condition
Class Arterial Collector Res!Loc Other
I 18.2% 3 1.1 % 15.0 % 1.1 %
II I III 3 .6% 16.0% 6.5% 1.3 %
IV 0.0% 1.5 % 1.8 % 0 .1%
v 0 .0% 3.5 % 0.0% 0.2%
Total 21.8 % 52.1% 23.4 % 2.7 %
Percent Network Area by Functional Classification and Condition Class
Condition in year 2007 after schedulable treatments applied.
Condition
Class Arterial C!!llect2r Res!Loc Other
I 21 .8% 32.8% 15 .1% 1.1%
II I III 0 .0 % 14.3 % 6.5 % 1.3 %
IV 0 .0 % 1.5% 1.8% 0 .1%
v 0 .0 % 3.5% 0 .0 % 0 .2 %
Total 21.8% 52.1 % 23.4% 2 .7%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2011 after schedulable treatments applied.
Condition
Class Arterial Collector Res/Loc Other
I 2 1.8% 26.0% 14.5 % 1.3 %
II I III 0 .0% 11.8% 5.2 % 0.5 %
IV 0.0% 9.4% 3.5 % 0.7 %
v 0 .0 % 4 .9 % 0 .2 % 0 .2 %
Total 21.8 % 52.1 % 23.4% 2 .7 %
Year
2009
St:lecti o n Criteria: Page
Scenarios Criteria:
Date Printed I 0/ I 8/2006
PMSI035
Scenario:
Budget PM Amt
$ 100.000 HYk
Total
65.4%
2 7 .4%
3 .4 %
3.7%
100.0 %
Total
70.8 %
22.1%
3.4%
3.7%
100.0 %
Total
63.5 %
17.5 %
13 .6 %
5.4%
100.0 %
MTC StreetSaver
Year
2007
2010
Temple City
Scenarios -Network Condition Summary
Interest: 5.00% Inflation: 3.00%
Budget PM Amt Budget
$250.000
$250.000
PMAmt
10%
10%
Year
2008
2011
$250.000 l()l',f
$250.000 lOo/c
Projected Network Average PCI by year
Year Never Treated With Selected Treatment
2007 74 76
2008 71 74
2009 69 73
2010 66 71
2011 64 70
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2007. prior to applying treatments.
Condition
Class Arterial Collector Res/Loc
I 18.2% 31.1 % 15 .0 %
II I III 3 .6% 16.0 % 6 .5 %
IV 0.()% 1.5% 1.8%
v 0 .0 % 3 .5 % 0 .0 %
Total 21.8% 52.1% 23.4%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2007 after schedulable treatments applied.
Condition
Class Arterial Collector Res/Loc
I 21.8% 36.7% 18.3 %
II I III 0 .0% 10.4% 3.2%
IV 0 .0 % 1.5 % 1.8%
v 0 .0 % 3 .5 % 0 .0 %
Total 21.8% 52.1% 23.4%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2011 after schedulable treatments applied.
Condition
Class Arterial Collector Re.'i/Loc
I 21.8% 36.4% 18.4%
11/111 0 .0 % 3.9% 1.3%
IV 0 .0 % 6 .8% 3.5 %
v 0 .0 % 4 .9% 0.2%
Total 21.8% 52.1% 23.4%
Other
1.1%
1.3%
0 .1%
0 .2%
2.7%
Other
1.5 %
0 .9 %
0.1 %
0 .2%
2.7%
Other
1.6 %
0 .2%
0.7 %
0 .2%
2 .7%
Year
2009
Selection Cri teria : Page
Scc:narios CriLc na:
Date Printed 10/1812006
PMSJ035
Scenario: 2
Budget PM Amt
$250.000 10%
Total
65.4%
27.4%
3.4%
3 .7 °/t>
100.0%
Total
78.3%
14.6%
3.4%
3 .7 %
100.0%
Total
78.2%
5 .3 %
11 .0%
5.4%
100.0%
MTC StrcetSaver
Temple City
Scenarios -Network Condition Summary
Interest: 5.00% Inflation: 3 .00%
Budget PM Amt Year
2007
2010
Budget
$500.000
$500.000
PMAmt
10%
10%
Year
2008
2011
$500.000 I 0%
$500.000 10%
Projected Network Average PCI by year
Yea r Never Treated With Selected Treatment
2007 74 77
2008 71 75
2009 69 74
2010 66 73
2011 64 73
Percent Network Area by Functional Classification an d Condition Class
Condition in base year 2007 , prior to a pplying treatments.
Con dition
Class Arterial Collector Res/Loc Other
I 18.2% 31.1 % 15 .0 % 1.1 %
II I III 3 .6 % 16.0 % 6 .5 % 1.3%
IV 0 .0 % 1.5 % 1.8% O.l rto
v 0 .0 % 3.5 % 0 .0 % 0 .2%
Total 21.8% 52.1% 23.4% 2 .7%
Percent Net work Area by Functional C lassification and Condition Class
Condition in year 2007 after schedulable treatments applied.
Condition
Class Arterial Co11 ector Res/Loc Other
I 21 .8 % 38.4% 18.4% 1.6%
II I III 0 .0 % 8 .7 % 3 .2 % 0 .8%
IV 0 .0 % 1.5% 1.8% 0 .1%
v 0 .0 % 3 .5 % 0.0% 0 .2 %
Total 21.8% 52.1 % 23.4 % 2.7%
Percent Network Area by Functional Classifi cation and Condition Class
Condition in year 2011 after sch edul a b le treatments applied.
Condition
Class Arterial Collector Res/Loc Other
I 2 1.8% 42.1% 18 .7 % 1.6%
II I Ill 0 .0 % 0 .6 % 1.0% 0.2%
IV 0 .0 % 4 .4% 3 .5% 0 .6 %
v 0 .0 % 4 .9% 0 .2 % 0 .2%
Total 21.8 % 52.1% 23.4% 2.7%
Sc:lectio n Crih:ria: Page
Scena rios Cri teria:
Year
2009
Date Printed 1 0/1 8/2006
PMS I0 35
Scenario: 3
Bu dget PM Amt
$500.000 10%
Total
65.4%
27.4%
3.4%
3 .7 %
100.0%
Total
80.1%
12 .7 %
3 .4%
3 .7 %
100.0%
Total
84.3%
1.8 %
8 .5 %
5.4%
100.0%
MTC StrcctSavcr
Temple City
Scenarios-Network Condition Summary
Interest: 5.00% Inflation: 3.00%
Budget PM Amt Year
2007
2010
Budget
$750,000
$750.000
PMAmt
10%
JO%
Year
2008
2011
$750.000 I O'H
$750.000 I O'H
Projected Network Average PCI by year
Year Never Treated With Selected Treatment
2007 74 77
2008 71 76
2009 69 76
2010 66 75
2011 64 75
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2007, prior to applying treatments.
Condition
Class Arterial Collector Res/Loc Other
I 18.2% 31.1% 15.0% 1.1%
II I III 3.6% 16.0 % 6.5 % 1.3%
IV 0.0% 1.5 % 1.8 % 0.1 %
v 0.0% 3 .5 % 0.0% 0 .2%
Total 21.8% 52.1% 23.4% 2.7 %
Percent Network Area by Functional Classification and Condition Class
Condition in year 2007 after schedulable treatments applied.
Condition
Class Arterial CoUector Res/Loc Other
I 21.8% 39.8% 18.3% 1.5 %
11/fll 0 .0 % 7.3% 3 .2% 0 .9%
IV 0.0% 1.5 % 1.8 % 0 .1%
v 0 .0 % 3.5% 0 .0% 0.29r
Total 21.8% 52.1% 23.4% 2.7%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2011 after schedulable treatments applied.
Condition
Class Arterial Collector Res/Loc Other
I 21.8% 46.6 % 18 .5 % 1.7%
II I Ill 0 .0 % 0 .0 % 1.3 % 0 .2 %
IV 0 .0 % 0 .6% 3.4% 0.6%
v 0 .0 % 4 .9% 0 .2% 0.2%
Total 21.8% 52.1% 23.4% 2.7%
Seh:ct ion Crite ria: Page
Scenarios Criterin:
Year
2009
Date Printed I 0/ I 8/2006
PMSID:\5
Scenario: 4
Budget PM Arnt
$750 .000 J 0%
Total
65.4%
27.4%
3.4%
3 .7%
100.0 %
Total
81.4%
11 .4%
3.4%
3 .7 %
100.0%
Total
88 .6 %
1.4%
4 .6%
5 .4%
100.0%
MTC StrcctSaver
APPENDIX
F
I
~ ~~
~= ~~
1 ~ ·<
rl:l = = = ~
riJl ca
~
APPENDIX
G
PCI vs. Different Budgets
-
100
95
90
85
0 80 a.
75
70
65
60
-
-
~
-
I
2007
-. --
..
---~-L.
-
- --
-
- -
--~
-
. -..
-~-·-. . -
I
2008
---
- -
-
---
-
-
I
2009
Year Ending
~--------------------.. --------l: -~;e:~~~~~-ni __________ =;_~;:~;;:~ :
-
Unconstrained Budget
. ---
$750K
--
-SSOOK -. --S250K --
-
~ ,.:,.__
$100K -.,
Do Nothing
I
2010 2011
........._Scenario 2
-o-Unconstrained Budget I
#of Miles
Condition Categories by Functional Class
30
25
20 +
I
15
I
I
10 ,_
5 ·-
0
I
• I --I • • • • I - -
I
Arterial ResidentiaVLocal
Collector Other
Condition Category
Condition Category (70 to 100)
I
~ondition Category (50 to 69 )
Condition Category (SO to 69 )
III
i;ndition Category (25 to 49 )
Condition Category (0 to 24)
v
Prepared For:
Public workS Depanment
59381auffman Avenue
Temple CIIV, CA 91788-2249
ATIACHMENT "C "
Prepared BV:
Table of Contents
I. Introduction ............................................................................ 1
II . StreetSaver Pavement Management System .................................... 1-3
Ill. Field Data Compilation and Results ............................................. 3-4
IV. Summary and Conclusion ........................................................ .4-5
V. Recommendation ..................................................................... 5
Figures
Appendices
Figure 1: Pavement Deterioration Curve ........................................... 6
Figure 2: MTC StreetSaver Flowchart. ............................................. 7
Figure 3: PCI Categories .............................................................. 8
Figure 4: Illustration of Time Sequence Assignment of Preventive
Maintenance Treatments .................................................. 9
Figure 5: lllustration of Time Sequence Assignment of Preventive
Maintenance Treatments ................................................. 1 0
Figure 6: Maintenance & Rehabi litation (M&R) Decision Tree .............. 11
Appendix A -Network Summary Statics, Section Condition Inventory,
and Section PC! Listing:
Appendix B -Preventive Maintenance and Rehabilitation Decision Trees:
Appendix C-Needs-Treatment/Cost Details:
Appendix D -Scenarios-Sections Selected for Treatment:
Appendix E-Needs -Projected PCI/Cost Summary, Scenarios-Cost
Summary, and Scenarios-Network Condition Summary:
Appendix F -Report Graphs
I. INTRODUCTION
This pavement evaluation and management program was developed for Temple City's
st reet s and alleys. The City is approximately 3.85 s quare miles in s ize and ha s a s treet
network made up of 75 miles of streets and alleys . From a functional street clas sification
standpoint, 10 miles are arterials, 41 miles are collectors , 20 miles are residential/local,
and 3 miles are alleys .
It is important to maintain roads on a regular basis rather than to put off the work as long
as possible. Figure 1, entitled "Pavement Deterioration Curve", shows that pavement
performs well during the first 75% of its normal life and is still considered to be in fair
condition. After that, however, the pavement deteriorates very rapidly with another 40%
drop in quality, which leads to a road in very poor condition. This pavement condition
variation is very significant because studies have shown that if streets are maintained
while in good to excellent condition, the total annual maintenance investment is four to
five times less than if the pavement is allowed to cycle to poor or failed conditions.
Figure 1 depicts the dynamic nature of road deterioration.
II. STREETSA VER PAVEMENT MANAGEMENT SYSTEM
A pavement management system (PMS), using the Metropolitan Transportation
Commission (MTC) StreetSaver software, was developed to help organize and analyze
information about pavement conditions in order to determine the most cost effective
maintenance treatments and strategies. Specifically, the StreetSaver PMS, a network-
level program, asse ss ed the condition of the road network , defined and adjusted
maintenance treatments and costs , and examined the impact of specific maintenance and
rehabilitation budget allocation strategies through the use of "what if' reports. Two
important goals of this program are to:
• Improve the pavements that are in poor condition, and
• Keep the streets that are in good condition from deteriorating to the point where
less expensive repairs are no longer effective .
Figure 2 entitled "MTC StreetSaver Flowchart," is an overview of the program and is
generally described as follows:
Network Definition and Sectionalization
First, the road network must be defined and sectionalized to include all streets, alleys,
parking lots, and other pavements in the street network. Through sectionalization and
creation of road management sections, road data such as: identification, location, number
of lanes, functional classification, area, and surface type was established for database use .
-I -
Pavement Inspection
Next, the management sections were inspected (inspection sample units were usually
between 10% and 15% of a management section area). The types, severities, and
quantities of distress present in the inspection sample units, as defined in the MTC
Distress Identification Manual, were next assigned to the management section based on
field survey of the inspection sample unit. Based on evaluation of the distress
information, the Pavement Condition Index (PC!), a rating of pavement condition on a
scale from 0 to 100, was assigned to the management section.
Budget Needs
Following the breakdown of the pavement network into sections and determination of
pavement condition, the StreetSaver projects the PCI of the network and the individual
sections over a five year analysis period. Sections were selected for maintenance and
rehabilitation during the analysis period as they met established PCI (condition) levels or
breakpoints.
Preventative Maintenance vs. Rehabilitation
A PCI breakpoint of 70 was used to separate preventative maintenance and rehabilitation.
Preventative maintenance has been considered to be any activity which keeps the
pavement condition above a PCI of 70 and prevents the section condition from
deteriorating over the analysis period. Rehabilitation was considered to be any activity
which improved the condition and increased the PCI above 70. Hence, for a PCI of 70 or
above, the section was programmed for preventative maintenance and for PCI less than
70, the section was programmed for rehabilitation.
PCI Categories
The PCI range of 0 to 1 00 has been broken down into five categories (breakpoints) for
budget calculation purposes and are as follows:
PCI Category
I
11
III
IV
v
PCI~ 70
50 5 PCI < 70 (Non-load related distress)
50 5 PCI < 70 (Load related distress)
25 5PCI< 50
05PC1<25
A graphical illustration of the PCI groups is presented on Figure 3.
Maintenance and Rehabilitation Decision Tree
When a pavement section is identified for maintenance or rehabilitation, a user-defmed
network-level cost category for a pavement of that functional class, type, and condition is
-2-
used to determine the fund needs for that section. For sections falling within the
preventative maintenance category (PCI 2: 70), a time sequence was used to identify the
appropriate treatment and cost. The time sequence concept is illu strated in Figure 4.
For those sections falling into rehabilitation cate gory (PC1<70), the PCI was used to
determine the repair category for a pavement section. The trigger value concept is
illustrated in Figure 5 .
The repair category was combined with functional classification (as a surrogate for
traffic) and surface type (as a surrogate for structural adequacy) to identify the
appropriate treatment and cost. The treatment and cost identified for the section is a
network-level budget planning treatment and is generally considered as a cost category
for budgeting purposes rather than an actual treatment. At the network level, the costs
are more critical. Some sections will require more money than estimated, some will
require less. A project-level analysis will be used to determine the actual treatment to be
used for a given section based on condition, structural capacity , and other factors.
A graphical illustration of the decision tree structure is shown in Figure 6.
III. FIELD DATA COMPILATION AND RESULTS
The Appendices of this report contains a compilation of information that is an integral
part of the pavement study and is briefly described as follows:
Appendix A -Section Condition Inventory and Section PCI Listing
The Section Condition Inventory is essentially a compilation of the 353 management
sections and the field inspection measurement of its pavement distresses. It also lists the
resulting PCI per management section. The Section PCI Listing is basically a
simplification of the Section Condition Inventory.
Appendix B -Preventive Maintenance and Rehabilitation Decision Trees
The enclosed decision tree work sheets, one for Preventive Maintenance (a PCI greater
than or equal to 70) and one for Rehabilitation (a PCI < 70) are used to determine the
fund needs for the pavement section. This is possible because when a pavement section
is identified for maintenance or rehabilitation, a user-defined network-level cost category
for a pavement of that functional class, type, and condition bas been pre determined.
Appendix C-Needs-Treatment/Cost Details
This is the information that is generated once the PCis for the individual pavement
sections have been determined and processed by the appropriate decision tree. In
addition to specific type of pavement treatment and cost, the year of the application over
a five year period is designated.
-3-
Appendix D -Scenarios-Sections Selected for Treatment
This report is a section-by-section record that provides a listing of sections selected for
treatment, based on user-defined budgetary constraints and other parameters. It contain s
the following information: street name; beginning and end locations; street and section
IDs; functional classification; surface type; estimated cost of the recommended treatment;
weighted effectiveness rating; and the treatment description. The records are grouped by
year and then printed in alphabetical order by street name and section ID.
Appendix E -Needs -Projected PCl!Cost Summary, Scenarios-Cost Summary and
Scenarios-Network Condition Summary
The Needs-Projected PCl!Cost Summary essentially shows the amount of funding
required to maintain the network at the optimal level based on the pavement maintenance
policy as established in the deci si on trees in this report.
The Scenarios-Cost Summary consists of four probable budget plans . It summarizes
results from a budget scenario standpoint. Additionally, these charts show a breakdown
of the estimated costs (for the recommended treatments) by year and their respective
condition category. It also takes into account the deferred maint enance per year.
The Scenarios-Network Condition Summary provides a breakdown of the network
condition before and after the recommended treatments are applied. The projected
network PC Is are shown if the recommended treatments are applied and if they are not.
Appendix F-Report Graphs
A line graph and the bar charts illustrate different PCI level s and the current condition
categories of the network.
IV. SUMMARY AND CONCLUSIONS
Temple City 's street network currently has a PCI of 70 (July 2009) indicates the street
network is in a preventative maintenance mode (see Figure 2 -PCI Categories) and
typically means the pavement is in .. good" condition . A PC! of 70 also means that the
pavement treatments will be primarily composed of seal coats, sealing crack s, and
possibly some thin overlays .
The importance of keeping a street network's average PCI at or above 70 is that for every
dollar needed to treat a roadway with a PCI of 70 or higher, it will cost approximately
five dollars to fix the same roadway once it has deteriorated to point where major
rehabilitation or reconstruction is necessary. Hence, unlike pavement rehabilitation or
reconstruction, preventative maintenance treatments usually have high cost effectiveness
ratios because they greatly extend the life of the pavement if applied to a street with a
PCI of 70 or above and they are typically low cost treatments .
-4-
The following table highlights the "PCI vs. Different Budgets" graph that shows the "Do
Nothing," $100,000, $250,000,$500,000, $750,000, and the "Unconstrained" budgets.
Annual Distribution 5-Year Period Starting PCI Ending PCI
(Dec., 2007) (Dec., 2011)
"Do Nothing " 2007-2011 74 64
$lOOK 2007-2011 74 67
$250K 2007-2011 74 70
$500K 2007-2011 74 73
$750K 2007-2011 74 75
"Unconstrained Budget" 2007-2011 85 83
To maintain a street network average PCI over 70, it would require a disbursement of
$250,000 per year over a five year period. This situation would mean that the street
network average PCI would drop about four PCI points and the pavement would degrade
in condition.
V. RECOMMENDATION
It is recommended that a minimum the City maintain its street network in a preventative
maintenance mode (PCI> 70) by budgeting annual pavement maintenance disbursements
greater than $250,000 for the five year period.
-5-
FIGURES
-6 -
APPENDICES
-10 -
APPENDIX
A
TempleCrty
-· ------------------
Total Sections
Arterial 23
Collector 145
Residential/Local J 49
Other 36
Total 353
Criteria: 1
SS 1013
Network Summary Statistics
Total Center Miles
10.28
41.85
20.63
3.98
76.73
Printed: 07/2012009
Total Lane Miles
40 .06
83.69
41 .26
7.95
172.96
Overall Network PCI as of 7/20/2009: 70
MTC StreetSaver
Temple City Section Cond ition Inventory
Printed: 07/20 /2009
Street Name: ALLEY EAST Of BALDWI N St ID: A_FJBA S ec ID : 13-02 Inspection Date: I 0/1 3/2006
AV ENUE
Length: 1.345 PC I: 59 Load Related Distresses: 100.00% Samples Surveyed: 2
Width: 20 PCI High: 63 Environmental Distresses: 0.00%
Area: 26.900 PCI Low: 56 Other Distresses: 0.00%
Street Name: ALLEY EAST Of CAMELLIA St 10: A_E/CA Sec ID : 05-04 Inspection Date: I Oil 312006
AVENUE
Length: 490 PC I: 100 Load Related Distresses: 0.00% Samples S urveyed:
Width: 19 PCI High : 100 Environmental Distresses: 0.00%
Area: 9.3 10 PCI Low: 100 Other Distresses: 0.0 0%
Street Name: ALLEY EAST Or E1. MONTE St ID :A_E/EL Sec ID: 17-01 Ins pection Date: I O/l3/2006
AVENUE
Length: 930 PC I: 78 Load Related Di stresses : 63.76% Samples S urveyed:
Width: 20 PCI High: 78 Environmenta l Distresses: 36.24%
Area: 18,600 PCI Low: 78 Other Distresses: 0.00%
Street Name: ALLEY EAST OF ROSEM EA D St 10: A_EIRO Sec 10: 07-03 Inspection Date: 10/09/2006
BLVD.
Length: 540 PC I: 100 Load Related Distresses: 0.00% Samples Surveyed:
Width: 20 PCI High: 100 Environmental Distresses: 0.00%
Area : 10,800 PCI Low: 100 Other Distresses : 0.00%
Street Name: AI .LEY EAST O f TEMPLE St ID: A_E/TE Sec ID : 05-04 Inspection Date: 10/0912006
CI TY BLVD
Length: 490 PCI : 89 Load Related Distresses: 100 .0 0% Samples Surveyed:
Width: 19 PCI High: 89 Environmental Distresses: 0.0 0%
Area : 9.310 PCI Low: 89 Other Distresses: 0.00%
Street Name: ALLEY EAST Of TEMPLE St ID : A_EIIl~ Sec ID: I 1-02 Inspection Date: I 0/13/2006
CITY BLVD
Lenath: 430 PCI: 63 Load Related Distresses: 100.00% Samples Surveyed:
With: 20 PCI High: 63 En vi ronmental Distresses: 0.00%
Area: 8.600 PCl Low: 63 Other Distresses: 0.00%
Street Name: ALLEY NORTH Or LAS St ID:A _N/LA Sec ID: 01 -04 In spection Date: 04/1 I /2 008
TU NAS DRIVE
Length: 1,190 PC I: 65 Load Related Distresses: 20.63% Samples S urveye d: 0
Width: 19 PCI High: 0 Environmental Distresses: 58 .74%
Area: 22.610 PCI Low: 0 Other Distresses: 20.63%
Street Name: ALL EY NO RTH OF LAS St ID : A_NILA Sec ID: 07-06 Inspection Date: 0411 1/2 008
T UN AS DRIVE
Length : 410 PC I: 65 Load Related Distresses: 86.51% Samples Sur veyed: 0
Width : 19 PCI High: 0 Environmenta l Distresses: 0.00%
Area: 7.790 PCI Low: 0 Other Distresses: 13.49%
Street Name: ALL. NO RTH OF LOWER St ID: A_N/LO Sec ID : I I -02 Inspection Date: I 011312006
AZUSA ROAD
Length: 210 PCI: 79 Load Related Distresses: 100.00% Samples S u rveyed :
Width: 20 PCJ High : 79 Environmental Distresses: 0.0 0%
Area: 4.200 PCI Low: 79 Other Distresses: 0.00%
C ri teria : MTC S treetSave r
SS1028
Temple C ity Section Condition Inventory
Street Name: ALL. N ORTH OF LO WER
AZUSA ROAD
St ID: A_NILO Sec ID: 15-0 1
Length:
Width :
Area:
570
20
11.400
Street Name: ALLEY SOUTH o r
BROADWAY
Length: 1,320
Width: 20
Area: 26.4 00
PC I:
PCJ High:
PCJ Low:
52
52
52
Load Related Di stresses :
Environmental Distresses:
Other Distresses:
St ID: A_S/BR Sec ID: 07-03
PCI: 100 Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
Street Name: ALLEY SOUTH Or FREER St ID: A_SIFR Sec ID: 17-01
STREET
Length: 350 PCI: 67 Load Related Distresses :
Width: 20 PCI High: 67 Environmental Distresses :
Area: 7,000 PC I Low: 67 Other Distresses:
100 .00%
0.00%
0.00%
0.00%
0 .00%
0.00%
I 00.00"/o
0.00%
0.00%
Street Name: ALLEY SOUTH OF LAS
T UNAS DRIVE
St ID :A_S/LA Sec ID: 05/\-04
Length:
Width:
Area:
1.100
20
22.000
PCI: 100
PCI High: 100
PCI Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
0.00%
0.00%
Street Name : ALLEY SO UT I I or LAS
TUNAS DRI VE
St ID: A_S/LA Sec ID: 058-04
Length: 660
\Vidth: 19
Area: I 2.540
PCI: 100
PCI High: 100
PCI Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
0.00%
0.00%
Street Name: ALL EY SOUTH OF LAS
TUNAS DRIV E
St ID: A_S/LA Sec ID: 05C-04
Length:
Width:
Area:
220
20
4.400
PCI: 100
PC I High : 100
PCI Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: ALL EY SOUTH OF LAS
TUNAS DRIVE
St ID: A_S/LA Sec ID: 07-06
Length: 425 PC I: 56 Load Related Distresses:
Width: 19 PCI High: 56 Environmental Distresses:
Area: 8,075 PCI Low: 56 Other Distresses:
Street Name: ALLEY SOUTH O F LIVE OAK St ID : A_S/1.1 Sec ID: 11-04
AVENUE
Length: 570 PCI: 100 Load Related Distresses:
Width: 20 PCI High : 100 Environmental Distresses:
Area: 11.400 PCI Low: 100 Other Distresses:
Street Name: ALL. SOUTH Of LOW ER
AZUSA ROAD
St ID: A_SILO Sec ID: 09-03
Length:
Width:
Area:
C riteria:
235
20
4.700
PCI:
PCI High:
PCI Low:
61
61
61
Load Related Distresses:
Environmental Distresses:
Other Distresses:
2
SS1028
0.00 %
0.00%
0 .00%
74.96%
17.00%
8.04%
0.00%
0.00%
0.00%
100.00%
0.00%
0.00%
Printed: 07/20/2009
Inspection Date: I 0113/2006
Samples Surveyed :
Inspection Date: 10/09/2006
Samples Surveyed:
Inspection Date: 10/09/2006
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
Ins pection Date: 09/30/2005
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
Inspection Date: 10/13 /2 006
Samples Surveyed:
Inspection Date: I 0/13/2006
Samples Surveyed:
Inspection Date: 10/09/2006
Samples Surveyed:
MTC SlreetSaver
Temple City Section Condition Inventory
Street Name: ALLEY WEST OF BALDWIN
AVENUE
St 10: A_ W/BA Sec 10: 11-04
Load Related Distresses: Length:
Width:
165
20
3.300
PCI: 100
P C I High: 100
PCI Low: 100
Environmental Distresses:
Area: Other Distresses:
Street Name: ALLEY WEST OF EL MONTE St 10: A _ W /EI. Sec ID: 15-0 I
Load Related Distresses: Length: 595 PCI: 82
Width: 16 PCI High: 82 Environmental Distresses:
Area: 9.520 PCJ Low: 8 2
Street Name: ALLEY WEST OF
PERSIMMON AVENUE
St 10: A_ WIPE
PCI:
Other Distresses:
Sec 10: 17-01
Load Related Distresses: Length:
Width:
180
20
3.600
PCI High:
87
87
87
Environmental Distresses:
Area: PCJ Low:
Street Name: ALLEY WEST OF TEMPLE
CITY BLVD
StiD:A_WnE
Other Distresses:
Sec ID: 09-03
0 .00%
0.00%
0.00%
96.02%
3.98%
0.00%
0.00%
100 .00%
0.00%
Length: 445
20
8,900
PCI: 75 Load Related Distresses: 100.00%
Width: PCI High: 75 Environmental Distresses: 0 .00%
Area: PCI Low: 75 Other Distresses: 0 .00%
Street Name: ACASO DRIVE St ID: ACASOD Sec ID: 09-03
Length: 325
Width: 36
Area: 11.700
PCI: 76
PCI High: 76
PCI Low: 76
Load Related Distresses:
Environmental Distresses:
Other Distresses:
.:itreet Name: ALLEY EAST OF CAM ELLIA
AVENUE
St ID: AfJCAM Sec ID: 05-04
0 .00%
100 .00%
0 .00%
Length: 490
19
9.310
PCI: 72 Load Related Distresses: 0.00%
Width : PCI High: 72 Environmental Distresses: 100.00%
Area: PCJ Low: 72 Other Distresses: 0.00%
Street Name: ALLEY EAST OF CLOVERLY St 10: AfJCLO Sec 10: 05-04
AVENUE
Length:
Width:
Area:
490
19
9,310
PC I:
PCI High:
PCI Low:
56
56
56
Load Related Distresses:
Environmental Distresses :
Other Distresses:
Street Name: ALLEY EAST OF KAUFFMAN St ID: AEIKAU
AVENUE
Sec ID: 05-04
Lenath: 490 PC I: 55 Load Related Distresses:
Wi th: 19 PCJ High: 55 Environmental Distresses:
Area: 9.310 PCI Low: 55 Other Distresses:
Street Name: ALLEY EAST OF TEMPLE St ID:AEITC Sec ID : 05-04
CITY BLVD
Length: 490
Width: 19
Area: 9.310
Street Name: AGNES A VENUE
Length: 2.645
Width: 36
Area: 95,220
Criteria:
PC I: 56 Load Related Distresses:
PCf High: 56 Environmental Distresses:
PCI Low: 56 Other Distresses:
St ID : AGNESA Sec ID: 05-04
PCI: 69 Load Related Distresses:
PCI High: 84 Environmental Distresses:
PCI Low: 48 Other Distresses:
3
SS1028
0.00%
100 .00%
0.00%
0.52%
98.96%
0.52%
0 .00%
100.00%
0 .00%
62.80%
36.49%
0 .70%
Pnnted: 07/20/2009
Inspection Date: 10/1 3/2006
Samples Surveyed:
Inspection Date: I 0/13/2006
Samples Surveyed:
Inspection Date: I 0 /06/2005
Samples Surveyed:
Inspection Date: 10/13/2006
Samples Surveyed:
Inspection Date: 10/0112005
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
Inspection Date: 09130/2005
Samples Surveyed:
Inspection Date: 09/0112006
Samples Surveyed: 3
MTC StreetSaver
Temple City Section Condition Inventory
------------------------
Street Name: AGNES AVENUE
Length: 295
Width: 36
Area: I 0.620
Str eet Name: AGNES AVENUE
Length: I .245
Width: 40
Area: 49 .800
Street Name: AGNES AVENUE
Length: 1.490
Width: 36
Area: 53 .640
St ID: AGNESA Sec ID: I lA-04
PCI: 75 Load Related Distresses: 0.00%
100 .00%
0.00%
PCI High: 75 Environmental Distresses:
PCI Low: 75 Other Distresses:
St ID: AGNESA Sec ID: I I A-02
PCI: 74
PCI High: 74
PCI Low: 74
Load Related Distresses :
Environmental Distresses:
Other Distresses:
0.00%
1 00 .000/o
0.00%
St ID: AGN ESA Sec ID: 1 I C-04
PCI: 74 Load Related Distresses: 0.000/o
PCI High: 74
PCJ Low: 74
Environmental Distresses: 100 .00%
Other Distresses: 0.00%
Street Name: ALESSANORO AVENUE St ID: ALESSA Sec ID: 05-04
Length: 2.670
Width: 36
Area: 96.120
PCI: 59
PCI High: 79
PCI Low: 45
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: ALESSANDRO AVENUE St ID: ALES SA Sec ID: 9A-0 3
Length : I .595
Width: 36
Area: 57.420
PCI: 75
PCI High: 75
PCI Low: 75
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: ALESSANDRO AVENUE St ID: ALESSA Sec ID: 98-03
Length: 895
Width: 36
Area : 32.220
PCJ: 75
PCI High: 75
PCJ Low: 75
Load Related Di stresses:
Environmental Distresses:
Other Distresses :
Street Name: ALESSAN DRO A VENUE St 10: ALES SA Sec ID: 9C-03
Length: 620
Width: 20
Area: 12.400
PCI: 75
PCI High: 75
PCI Low: 75
Load Related Distresses:
E nvironmental Distresses:
Other Distresses:
Street Name: ALESSANDRO A VENUE St ID: ALESSA Sec ID: 90-04
Length: 955
Width: 3 I
Area: 29 .605
PCI: 75
PCI High : 75
PCI Low: 75
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: ALLEY EAST OF CLOVERLY St ID: ALLEYE Sec ID: 05-04
AVENUE
Length:
Width:
Area:
490
19
9.310
PC I:
PCI High:
PCJ Low:
72
72
72
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: ALLEY NORTH OF HERMOSA St ID: AIJ.EYN
DRIVE
Sec ID: 01-06
8 .75%
82.50%
8.75%
0.00%
100.00%
0.00%
0.00%
100 .00%
0.00%
0.00%
100.000/o
0.00%
0,00%
100 .000/o
0.00%
0.000/o
100.000/o
0.00%
Length: 1.450
20
29 ,000
PCI: 44 Load Related Distresses: 1 00.000/o
Width:
Area:
Street Name: ALLEY NORTH OF LAS
TUNAS DRIVE
Length:
Width:
Area:
Criteria:
1.750
20
35.000
PCJ High: 0 Environmental Distresses: 0.00%
PCI Low: 0 Other Distresses: 0.00%
St ID: ALL EYN Sec ID: 05-04
PCI:
PCI High:
PCI Low:
72
72
72
Load Related Distresses:
Environmental Distresses :
Other Distresses:
4
SS 1028
0.00%
100 .000/o
0.00%
Pri nted: 07/20/2009
In spection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed:
Inspection Date: 10/0 1/2 005
Samples Surveyed:
Inspection Date: 09/29/2005
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed:
Inspection Date: I 0/0112005
Samples Surveyed:
Inspection Date: 10/0J /200 5
Samples S urveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 09/30/2005
Samples Surveyed:
3
0
MTC StreetSaver
Temple City Section Condition Inventory
----------
Street Name: ALLEY NORTI-1 Of. DANBURY St ID: AU .EYN Sec ID: 17-01
Length: 215 PCI: 87 Load Related Distresses: 0.00%
100 .00%
0.00%
Width: 20 PC I High: 87 Environmental Distresses:
Area: 4.300 PCl Low: 87 Other Distresses:
Street Name: ALLEY SOUTH Of DAI NES St ID: ALLEYS Sec ID: I 7-0 I
Length :
Width :
Area:
215
20
4.3 00
PCI : 38 Load Related Distresses: I 00.00%
PCI High : 38
PC I Low: 38
Environmental Distresses : 0.00%
Other Distresses: 0.00%
Street Name: ALL EY WEST OF TEMPLE
C ITY BLVD
St ID: ALLE YW Sec JD: 05-04
Length:
Width:
Area:
490
19
9.310
Street Name: ARDEN DRIVE
Length: 1.875
Width: 56
Area: I 05.000
Street Name: ARDEN DRIVE
Length: 1.225
Width: 40
Area: 49.000
Street Name: ARD EN DRIV E
Length:
Width :
Area:
300
28
8.400
Street Name: ARDEN DRIV E
Length :
Width:
Area:
295
36
10 ,620
Street Name: ARDENEL AVENUE
Length: 595
Width: 30
Area: 17,85 0
Street Name: ARDSLEY DRIVE
Length: I. 170
Width: 30
Area: 35.100
Street Name: ARROWOOD STREET
Length: 460
Width: 36
Area: 16.560
Street Name: ARROWOOD STREET
Length: 225
Width: 26
Area: 5.850
Criteria:
PCI:
PCI High :
PC J Low:
72
72
72
Load Related Distresses:
Environmental Di stresses:
Other Distresses:
0.00%
100 .00%
0 .00%
St JD : ARDI::ND Sec ID: I SA-O I
PCI: 60 Load Related Distresses:
PCl H igh : 60 Environmental Distresses:
PCI Low: 60 Other Distresses:
0 .00%
100.00%
0.00%
St ID: ARDEND Sec ID: I 58-01
PCI : 60 Load Related Distresses:
PCl High : 60 Environmental Distresses:
PCI Low : 60 Other Distresses:
0.00%
100.00%
0 .00%
St ID: ARDEND Sec JD : 15 C-OI
PCI: 60 Load Related Distresses:
PCI High : 60 Environmental Distresses :
PCI Low : 60 Other Distresses :
0 .00%
100 .00%
0 .00%
St ID: ARDEND Sec ID: 150-0 I
PCI: 60 Load Related Distresses:
PCl High: 60 Environmental Distresses:
PC I Low: 60 Other Distresses:
St ID : ARDENE Sec ID: 11-02
PCI: 98 Load Related Distresses:
PC I High : 98 Environmental Distresses:
PCI Low: 98 Other Distresses:
St ID: ARDSLE Sec ID: 09-03
PCI: 56 Load Related Distresses:
PCI High: 56
PCI Low: 56
Environmental Distresses:
Other Distresses:
St JD : ARROWO Sec ID: 15-01
PCI: 72 Load Related Distresses:
PCI High: 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
0.00%
100.00%
0.00%
0.00%
100 .00%
0.00%
60.47%
39.53%
0.00%
0.00%
100.00%
0.00%
St ID: ARROWO Sec ID: 17 A-0 I
PCI: 72 Load Related Distresses:
PCI High : 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
5
SS 1028
0.00%
100.000/o
0.00%
Pri nted: 07/20/2009
Ins pection Date: I 0/06/2005
Samples Surveyed:
Ins pection Date: 10/06/2005
Samples Surveyed :
In spection Date: 09/05 /2006
Samples Surveyed:
Inspection Date: 10/12/2005
Samples Surveyed:
Inspection Date: 10/1 2/2005
Samples Surveyed:
Inspection Date: 10/1212005
Samples Surveyed:
Inspection Date: 10/12/2005
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: 10/04/2005
Samples Surveyed:
Inspection Date: 10/11/2005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
MTC StreetSaver
Temple City Section Condition Inventory
-----------------------
Street Name: ARROWOOD STREET
Length: 360
Width : 26
Area: 9.360
Street Name: ALLEY SOUTH OF LAS
TUNAS DRIVE
Length:
Width:
Area:
220
19
4.180
Street Name: ALLEY SOUTH OF LAS
TUN AS DRIV E
Length:
Width:
Area:
615
19
11.685
St JD : ARROWO Sec ID: 17 8-01
PCI : 99 Load Related Distresses:
PCI High : 99 Environmenral Distresses:
PCI Low: 99 Other Distresses:
St ID: AS-LAS Sec ID: 05-04
PCI:
PClHigh:
PCI Low:
53
53
53
Load Related Distresses:
Environmental Distresses:
Other Distresses:
St ID: AS/LAS Sec ID: 07-06
PCJ :
PCJ High:
PCI Low :
50
50
50
Load Related Distresses :
Env ironmental Distresses:
Other Distresses:
0.00"/o
100.00"/o
0 .00%
5 .99%
94.01%
0.00%
90.42%
8.17%
1.41%
Street Name: ALL. SOUTH OF LOWER
AZUSA R OAD
St ID: AS/LOW Sec JD: J 1-02
Length:
Width:
Area:
235
20
4.700
Street Name: AVON AVENUE
Length: 405
Width: 34
Area: 13.770
Street Name: A VON A VEN UE
Length: 225
Width : 30
Area: 6.750
Street Name: AVON AV ENUE
Length: 1,535
Width: 30
Area: 46.050
PCI: 66 Load Related Distresses: 100.00%
PCI High: 66
PCI Low: 66
Environmental Distresses: 0.00%
Other Distresses: 0.00%
St ID: AVONAV Sec ID: 01A-06
PCI: 52 Load Related Distresses: 85 .95%
PCI High : 0 Envi ronmental Distresses: 10 .50%
PCI Low: 0 Other Distresses: 3 .55%
St ID: A VONA V Sec ID : OlB-06
PCI: 52 Load Related Distresses: 85 .92%
PCI High: 0 Environmental Distresses: 10.51%
PCI Low: 0 Other Distresses: 3 .57%
St JD: AVONAV Sec ID: 0 I C-06
PCJ: 51 Load Related Distresses: 80.47%
PCI High: 0 Environmental Distresses: 12.15%
PCJ Low: 0 Other Distresses: 7.38%
Street Name: ALLEY WEST Or TEMPLE St ID :AW/TC Sec ID: 05-04
C ITY BLVD
Length: 490
Width : 19
Area: 9.310
Street Name: BALDWIN A VENUE
Length: 5,015
Width: 80
Area: 401.200
Street Name: BARELA AV ENUE
Length: 660
Width: 30
Area: 19.800
Criteria :
PCI : 56 Load Related Distresses:
PCJ High : 56 Environmental Distresses:
PCI Low: 56 Other Distresses:
St ID: BALDWJ Sec ID: I 0-02
PC I: 100 Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
St JD : BARELA Sec ID: 03-05
PC I: 93
PCI High: 0
PCI Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
6
551028
9.97%
80.07%
9.97%
0.00%
0.00%
0.00%
0.00"/o
100.00%
0.00"/o
Printed: 07/20/2009
Inspection Date: 10/06/2005
Samples Surveyed :
Inspection Date: 09/05 /2006
Samples Surveyed:
Inspection Date: I 0/09/2006
Samples Surveyed:
Inspection Date: 10/13/2006
Samples Surveyed:
In s pection Date: 04 /11 /2008
Samples Surveyed:
Inspection Date: 0411 112008
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 09130/2005
Samples Surveyed:
J nspection Date: 10/1 2/2005
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
0
0
0
4
0
MTC StreetSaver
Temple City
Street Nnme: BARELA AVEN UE
Length: 1.415
Width: 36
Area: 50.940
Street Name: BAREL/\ AVENUE
Length: 600
Width: 36
Area: 21.600
Street Name: BARTLETI 1\ VENU E
Length: 1.100
Width : 30
Area: 33.000
Street Name: BIDWELL STREET
Length: 385
Width: 36
Area: 13.860
Street Name: BIRCHLAND PLACE
Length: 1.250
Width: 30
Area: 37.500
Street Name: BISBY STREET
Length: 600
Width : 36
Area: 21.600
Street Name: BLA CK LEY STREET
Length: 2. 770
Width: 36
Area: 99.720
Street Name: BLACKLEY STREET
Length: 1.160
Width: 36
Area: 41.760
Street Name: BLACKLEY STREET
Length: 260
Width: 30
Area: 7.800
Street Name: BOGUE STREET
Length: 455
Width: 36
Area: 16.380
Street Name: DOG UE STREET
Length: 355
Width: 28
Area: 9 ,940
Criteria:
Section Condition Inventory
St JD: BARELA See ID: I IA-02
PCJ: 52
PCl High: 52
PCI Low : 52
Load Related Distresses:
Environmenta l Distresses:
Other Distresses:
42.09%
57.9 1%
0 .00%
St JD: BAREL/\ Sec ID: IIB-02
PCI: 48 Load Related Distresses:
PCI High: 48
PCI Low: 48
Environmental Distresses:
Other Distresses:
St ID: BARTLE Sec ID: 01-06
41 .89%
58 .11%
0 .00%
PCI : 62 Load Related Distresses: 0 .00%
PCI High : 0 Environmental Distresses: I 00.00%
PCI Low: 0 Other Distresses: 0 .00%
St ID: BIDWEL Sec ID: 07-06
PCI: 9 1 Load Related Distresses:
PCl High: 0
PCJ Low: 0
Environmental Distresses:
Other Distresses:
St ID : BJRCHL Sec ID: 13-02
PCI: 58 Load Related Distresses:
PCI High: 58
PCl Low: 51!
Environmentftl Distresses:
Other Distresses:
St ID: DJSBYS Sec ID: 09-03
PCJ : 72 Load Related Distresses:
PCI High: 72
PCI Low: 72
Environmental Distresses:
Other Distresses:
St 10: BLACKL Sec ID: 09-03
PCI: 72 Load Related Distresses:
PCI High: 72
PCI Low: 72
Environmental Distresses:
Other Distresses:
St ID: BLACKL Sec ID: I 1-02
PCI: 82 Load Related Distresses:
PC! High: 1!2 Environmental Distresses:
PCJ Low: 82 Other Distresses:
St ID : BLACKL Sec ID: 17-01
PC I: I 00 Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: I 00 Other Distresses:
0 .00%
100 .00%
0 .00%
53 .66%
46.34%
0 .00%
0 .00%
100.00%
0 .00%
0 .00%
100 .00%
0 .000/o
0 .00%
100 .00%
0.00%
0 .00%
0 .00%
0 .00%
St ID:BOGUE Sec ID: 15A-O 1
PC!: 77
PCI High: 77
PCI Low: 77
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
100 .00%
0 .00%
StiD:BOGUE Sec ID: 15 B-0 I
PCI:
PCI High:
PCI Low:
77
77
77
Load Related Distresses:
Environmental Distresses:
Other Distresses:
7
SS1028
0 .00%
100.000/o
0 .00%
Printed: 07/20/2009
Inspection Date: 10/01/2005
Samples Surveyed:
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: 0411 1/2008
Samples Surveyed: 0
Inspection Date: 04/ltnoos
Samples Surveyed:
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: 09/04n005
Samples Surveyed:
Inspection Date: 10/01/2005
Samples S urveyed:
Inspection Date: 10/0i noos
Samples Surveyed:
Inspection Date: 10/07/2005
Samples Surveyed:
Inspection Date: 10/11 /2005
Samples Surveyed:
Inspection Date: I0/11 n005
Samples Surveyed:
0
MTC StreetSaver
Temple City
Street Name: BOGUE STREET
Length : I .020
Width: 30
Area: 30.600
Street Name: BOGUE STREET
Length: 1.3 I 0
Width: 36
Area: 47.160
Street Name : BROADW AY
Length: 53
Width: 26
Area: 1.378
Street Name: BROADWAY
Length: 690
64
44.160
Width:
Area:
Street Name: BROADWAY
Length: 1.715
Width: 40
Area: 68.600
Street Name: BROADWAY
Length: 2.550
Width: 40
Area: 102.000
Street Name: BROADWAY
Length: 1.165
Width: 40
Area: 46.600
Street Name: BROADWAY
Length: 1.485
Width: 36
Area: 53.460
Street Name: BURGHARDT ROAD
Length: 535
Width: 36
Area: 19 .260
Street Name: BURTON AVENUE
Length: 2,890
Width: 30
Area: 86.700
Street Name: BUTTONS AVENUE
Length: 360
Width: 28
Area: I 0.080
Criteria:
Section Condition Inventory
St 10: BOGU ES Sec 10: 11-04
PCJ: 36 Load Related Distr esses :
P C I High: 36
PCI Low: 36
Environmental Distresses:
Other Distresses:
St ID: BOGUES Sec 10: 13-02
PCI : 76 Load Related Distresses:
PCI High : 76
PCI Low: 76
Environmental Distresses:
Other Distresses:
66.07%
33 .93%
0.00%
0.00%
100.00"/o
0 .00%
St ID : BROA DW Sec 10: 07A-03
PC I: 100 Load Related Distresses: 0.00%
PC IHigh: 100 Environmental Distresses: 0.00%
P C I Low: 100 Other Distresses: 0.00%
St JD : BROADW Sec 10: 078-03
PC I: 100 Lo a d Related Distresses: 0.00%
PCI High: 100 Environmental Distresses: 0 .00%
PC I Low : 100 Other Distresses: 0.00%
St ID: BROADW Sec ID : 07C-03
PC I: 100 Load Related Distresses:
PCI High : 100 Environmental Distresses:
PCI Low: 100 Otber Distresses:
St ID: BROADW Sec JD: 09-04
PCI: 85 Load Related Distresses:
PCI High : 86
PCI Low: 83
Environmental Distresses:
Other Distresses:
0.00%
0.00%
0.00%
52.35%
28.20%
19.45%
St JD: BROADW Sec ID: II A-04
PCI:
PCI High:
PCI Low:
79
79
79
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0 .00%
100.00%
0 .00%
St 10: BROADW Sec 10: 110-04
PCI: 79 Load Related Distresses:
PCI High : 79 Environmental Distresses:
PCI Low: 79 Other Distresses;
St ID: BURGI lA Sec ID: 0 1-06
PC I: 87 Load Related Distresses:
PCI High : 0 Environmental Distresses:
PCJ Low: 0 Other Distresses:
St ID: BURTON Sec ID : 01-06
PC I: 71 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St ID: BUTfON Sec ID : 09-03
PCI: 61
PCI High: 61
PCI Low: 61
Load Related Distresses:
Environmental Distresses:
Other Distresses:
8
SS 1028
0.00%
100.00"/o
0.00%
0.00%
100 .00%
0.00%
0 .00%
100.00%
0.00%
0.00%
100.00'%
0.00%
Printed: 07/20/2009
Inspection Date: 10/01 /2005
Sa mples Surveyed:
Inspection Date: I 0/01 /2005
Samples Surveyed:
Inspection Date: 0910-1 /2005
Samples Surveyed:
Ins pection Date: 09/04/2005
Samples Surveyed:
Inspection Date: 09/04/2005
Samples Surveyed:
Inspection Date: 06/0212006
Samples Surveyed:
Inspection Date: I 0/0112005
Samples Surveyed:
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: 04/1112008
Samples Surveyed:
Inspection Date: 04/11 1200 8
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed:
2
3
0
0
MTC StreetSave r
Temple City
Street Name: CA L LIT A STREET
Length:
Width :
Area :
955
36
34.380
Street Name: CAMBU RY A VENUE
Length: 1.035
Width : 30
Area: 31.050
Street Name: CAM ELLIA AVENUE
Length : 3.585
Width : 36
Area: 129.060
Street Name: CAMELLIA A VENUE
Length: 2.515
Width: 30
Area: 75.450
Street Name: CAMELLIA A V ENUE
Length: 460
Width: 26
Area: 11.960
Street Name: CAMINO REAL
Length: 395
Width: 34
Area: 13.430
Street Name: C AMINO REAL
Length: 925
Width: 38
Area: 35.150
Street Name: CLOVERLY AV EN UE
Length : 3.665
Width: 36
Area: 13 1.94 0
Street Name: CLOVERI. Y AVENUE
Length: 320
Width: 30
Area: 9.600
Str eet Name: CLOVERLY A VENUE
Length: 490
Width: 36
Area: 17,640
Street Name: CLOVERLY AVENUE
Length: 2.040
Width: 36
Area: 73.440
Cr ite ri a:
Section Condition Inventory
St 10: CAL LIT Sec 10: 03-05
PC I:
PC I High:
PCI Low:
72
0
0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
St 10: CAMBUR Sec 10: I 1-2,4
PCI: 73 Load Related Distresses:
94.08%
3.55%
2.38%
0 .00%
P C I High: 73 Environmental Distresses: 100 .00%
PCI Low: 73 Other Distresses: 0 .00%
St rD : CAM ELL Sec 10: 05-4.5
PCJ: 64 Load Related Distresses: 3.52%
PCI High: 0 Environmental Distresses: 92.96%
PCI Low: 0 Other Di stresses: 3 .52%
St ID: CAMELL Sec ID: 1 IA-02
PC I: 63 Load Related Distresses: 7 1.46%
PCI High: 63 Environmental Distresses: 28.54%
P C I Low: 63 Other Distr esses: 0.00%
St ID: CAM ELL Sec ID: 11 B-02
PC I: 63 Load Related Distresses: 71.46%
PCI High : 63 Environmental Distresses: 2 8.54%
PCI Low: 63 Other Distresses: 0 .0 0%
St ID: CAMINO Sec ID: 03A-05
PC I : 94 Load Related Distresses: 0.00%
PCJ High: 0 Environmental Distresses: 100 .00%
PCI Low: 0 Other Distresses: 0 .00%
St 10: CAMINO Sec JD : 038-05
PCI: 95 Load Related Distresses: 0.00%
PCI High: 0 Environmental Di stresses: 100.00%
PCJ Low: 0 Other Distresses: 0.00%
St JD : CLOVER Sec ID: 05A-04
PC I: 53 Load Related Distresses: 40.93%
PCI High: 7 1 Environmental Distresses: 50 .11%
PCI Low: 36 Other D istresses: 8 .96%
St JD: C LOVER Sec JD: 05B-05
PC I : 84 Load Related Distresses: 0 .00%
PCJ High: 0 Environmental Distresses: 100.00"/o
PCI Low: 0 Other Distresses:
St JD: CLOVER Sec 10: 09A-03
PCI: 7 1 Load Related Distresses:
PCI High: 71 Environmental Distresses :
PCI Low: 71 Other Distresses:
St 10: CLOVER Sec ID: 09B-03
PCJ: 71
PCI High : 71
PCJ Low: 7 1
Load Related Distresses:
Environmental Distresses:
Other Distresses:
9
SS1028
0 .00%
3.52%
92.96%
3.52%
3 .51%
92.97%
3.5 1%
Printed: 07/20/2009
Inspection Date: 04/11 /2008
Samples Surveyed:
Ins pection Date: I 0/0112005
Samples Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: 10/01 /2005
Samples Surveyed:
In spection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples S urveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 09/29/2005
Samples S urveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: 10/04/2005
Samples Surveyed:
Inspection Date: 10/04/2005
Samples Surveyed:
0
0
0
0
3
0
MTC S treetSaver
Temple City
Street Name: CLOVERLY AVENUE
Length: 295
Width: 38
Area: 11.210
Street Name: CLOVERLY AVENUE
Length: 1,070
Width: 36
Area: 38.520
Street Name: CLOVERLY AVENUE
length: 955
Width: 40
Area: 38.200
Street Name: C I.OVERI .Y AVENUE
length: 475
Width: 36
Area: 17.100
Street Name: CLOVERLY AVENUE
Length: 480
Width: 38
Area: 18.240
Street Name: CRA IG LEE STREET
Length : 530
Width : 30
Area: 15 .900
Street Name: CRA IG LEE STREET
Length: 135
Width: 30
Area: 4.050
Street Name: CRAIG LEE STREET
length: 165
Width: 15
Area: 2.475
Street Name: CRAIGLEE STREET
Length: 180
Width: 30
Area: 5.400
Street Name: DAINES DRIV E
length: 1.015
Width: 40
Area: 40,600
Street Name: DAINES DRIVE
Length: 275
Width: 30
Area: 8.250
Criteria:
Section Condition Inventory
St ID: CLOVER Sec JD: 09C-03
PCI: 71 load Related Distresses:
PCJ High: 7 1
PCI Low: 71
Environmental Distresses:
Other Distresses:
St ID : CLOVER Sec ID: 090-03
PC I: 71 Load Related Distresses:
PCI High: 71 Environmental Distresses:
PCI Low: 71 Other Distresses:
St ID: CLOVER Sec ID: 09 £-03
PCI: 7 1 Load Related Distresses:
PClHigh: 71 Environmental Distresses:
PCI Low: 71 Other Distresses:
St ID: CLOVER Sec ID: 09F-04
PCI: 7 1 Load Related Distresses:
PCI High: 71 Environmental Distresses:
PCI Low: 71 Other Distresses:
St lD: CLOVER Sec ID: 09G-03
PC I: 71 Load Related Distresses:
PCI High: 71 Environmental Distresses:
PCI Low: 71 Other Distresses:
St ID: CRAIGL Sec JD: 03A-05
PCI: 0 Load Related Distresses:
PCI High : 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St ID : CRAIGL Sec ID: 038-05
PCI: 68 load Related Distresses:
3.48%
93 .04%
3.48%
3.51%
92.97%
3.51%
3 .52%
92.95%
3.52%
3.51%
92.98%
3.51%
3.47%
93.06%
3.47%
0.00%
0.00%
0.00%
0.00%
PCI High: 0 Environmental Distresses: I 00.00"/o
PCI Low: 0 Other Distresses: 0 .00%
St ID: CRAIGL Sec ID: 03C-05
PC I: 68 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100.00"/o
PCI Low: 0 Other Distresses: 0.00%
St ID: CRAIGL Sec ID: 030-05
PC I: 79 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 1()0. 00"/o
PCI Low: 0 Other Distresses: 0.00%
St lD: DAINES Sec ID: 09A-03
PCI: 73 Load Related Distresses: 0.00%
PCI High: 73 Environmental Distresses: 100.00"/o
PCI Low: 73 Other Distresses: 0.00"/o
St ID: DAINES Sec ID: 09B-02
PCI: 80
PCJ High : 0
PCI Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
10
SS1028
0 .00"/o
100.00"/o
0 .00"/o
Printed : 07/2012009
Inspection Date: 10/04/2005
Samples Surveyed:
Inspection Date: I 0/04/2005
Samples Surveyed:
Inspection Date: 10/04 /20 05
Samples Surveyed:
Inspection Date: I 0/04/2005
Samples Surveyed:
Inspection Date: 10/04/2005
Samples Surveyed:
Inspection Date:
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 04/11/2008
Samples Surveyed:
Inspection Date: 04 /11 /2008
Samples Surveyed:
Inspection Date: I 0/01 /2005
Samples Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
0
0
0
0
0
MTC StreetSaver
Temple City
------·--·---
Street Name: DA INE S DRI VE
Length: 1.585
Width: 30
Area: 47.550
Street Name: DAI NES DRIV E
Length: 1.650
Width: 36
Area: 59.400
Street Name: DAINES DRI VE
Length: 325
Width: 38
Area: 12.350
Street Name: DAI NES DRIVE
Length: 240
Width: 38
Area : 9.120
Street Name: DAI NE S DRIV E
Length: 1.900
Width: 36
Area: 68.400
Street Name: DAINES DRIV E
Length: 2.376
Width: 36
Area: 85.536
Street Name: DALEVIEW AVENUE
Length: 1.250
Width: 36
Area: 45.000
Street Name: DANBURY STREET
Length: 375
Width: 36
Area: 13 .500
Street Name: DA NBURY STREET
Length: 430
Width: 30
Area: 12.900
Street Name: DANBURY STREET
Length: 290
Width: 26
Area: 7.540
Street Name: DANESWOOD DRI VE
Length: 260
Width: 30
Area: 7.800
Criteria :
Section Condition Inventory
St ID: DAINES Sec ID: 11 -02
PCI: 93 Load Related Distresses:
PCI High: 93
PCI Low: 93
Environmental Distresses:
Other Distresses:
0.00%
100.00%
0.00%
St ID: DAINES Sec ID: 13A-02
PCI: 100 Load Related Distress es: 0.00%
PCJ High : 100 Environmental Distresses: 0 .00%
PC J Low: 100 Other Distresses: 0.00%
St ID: DAINES Sec ID: 13B-02
PCl: 100 Load Related Distresses: 0.00%
PCl High: 100 Environmental Distresses: 0.0 0%
PCI Low: 100 Other Distresses: 0.00%
St ID: DAINES Sec ID: I5A-0 I
PCI: 100 Load Related Distresses : 0.00%
PCI High: 100 Environmental Distresses : 0.00%
PCI Low: 100 Other Distresses: 0.00%
St JD: DAINES Sec JD : 158-01
PCI: 100 Load Related Distresses:
PCI High : 100 Environmental Distresses :
PCI Low: 100 Other Distresses:
St ID: DAINES Sec JD: 17-01
PCJ: 81 Load Related Distresses:
PCI High: 85 Environmental Distresses:
PCl Low: 77 Other Distresses:
St ID: DALEVI Sec JD: 17-01
PCJ : 78 Load Related Distresses:
PCI High: 78
PC l Low: 78
Environmental Distresses:
Other Distresses :
St ID: DAN8UR Sec ID: 15-01
PCI: 75 Load Related Distresses:
PCI High: 75 Environmental Distresses:
PCI Low: 75 Other Distresses:
0.00%
0.00%
0.00%
36.14%
27.72%
36 .14%
0.00%
100 .00"/o
0.00%
0.00%
100.00"/o
0.00%
St ID: DAN8UR Sec ID: 17A-OI
PCI: 97
PCI High: 97
PCI Low: 97
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
100 .00"/o
0.00%
St ID: DANBUR Sec ID: 178-01
PCI: 96 Load Related Distresses:
PCI High: 96 Environmental Distresses :
PCI Low: 96 Other Distresses:
St ID: DANESW Sec ID: 17-01
PCI: 100 Load Related Distresses:
PCI High : 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
11
SS1028
0 .00%
I 00.00"/o
0 .00%
0.00%
0.00%
0.00%
Prin ted: 07/20/2009
Inspection Date: 10101 /2005
Samples Surveyed :
In s pection Date: I 0/0 112 005
Samples Surveyed:
Inspection Da te: I 0/01 /2005
Samples Surveyed:
Inspection Date: I 0111 /2005
Samples Surveyed:
Inspection Date: I 0/0112005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
I nspcction Date: I 0/06/2005
Samples Surveyed:
Inspection Date: 10/1112005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
Inspection Date: I 0/1312006
Samples Surveyed:
Inspection Date: 10/07/2005
Samples Surveyed:
2
MTC StreetSaver
Temple City
Street Name: DEGAS AVENUE
Length: 350
Width: 36
Area: 12.600
Street Name: DEGAS A VENUE
Length: 325
Width: 34
Area: I 1.050
Street Name: DOREEN A VENUE
Length: 2.480
Width: 36
Area: 89.280
Street Name: DUFFY STREET
Length: 330
Width: 36
Area: 11 .880
Street Name: DUFFY STREET
Length: 835
Width: 30
Area: 25.050
Street Name: ELLIS LANE
Length: 1.000
Width: 38
Area: 38.000
Street Name: ELM A VENUE
Length: 745
Width: 30
Area: 22 .350
Street Name: EL MONTE AVENUE
Length: 4.530
Width: 56
Area: 253,680
Street Name: EMPEROR AVENUE
Length: 195
Width: 20
Area: 3.900
Street Name: EMPEROR AVENUE
Length: 1.750
Width: 30
Area: 52.500
Street Name: EMPEROR AVENUE
Length: 395
Width: 30
Area: 11.850
Criteria:
Section Condition Inventory
St ID: DEGASA Sec ID: 13A-02
PCI: 52 Load Related Distresses:
PCI High: 52 Environmental Distresses:
PCJ Low: 52 Other Distresses:
40.97%
18.06%
40.97%
St ID: DEGASA Sec ID: IJB-02
PCI: 52 Load Related Distresses:
PCI High: 52 Environmental Distresses:
PCJ Low: 52 Other Distresses:
St ID: DOR EEN Sec ID: 15-01
PC I: 72 Load Related Distresses:
PCJ High: 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
St ID: DUFFYS Sec ID: 07-06
PC I: 86 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St ID: DUFFYS Sec ID: 11-04
PCI: 73
PCI High: 73
PCJ Low: 73
St ID: ELLISL
PCI: 92
PCI High: 93
PCJ Low: 91
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Sec JD: I 1-02
Load Related Distresses:
Environmental Distresses:
Other Distresses:
St ID: ELM AVE Sec ID: 01-06
PCI: 98 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCJ Low: 0 Other Distresses:
St ID: ELMONT Sec ID: 12-01
PC I: 72 Load R elated Distresses:
PCJ High: 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
40.95%
!8.11%
40.95%
0.00%
100.00%
0 .00%
0.00%
100.00%
0.00%
0 .00%
100.000/o
0 .000/o
22 .500/o
55 .000/o
22.500/o
0 .00%
0 .000,{,
0.00%
0.00%
1 00.000/o
0.00%
St ID: EMPERO Sec JD: 03A-05
PCI: 94 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St 10: EMPERO Sec ID: 0313-05
0.00%
0.000/o
0.00%
PCI: 81 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100.000/o
PCI Low: 0 Other Distresses: 0 .00%
St ID: EMPERO Sec ID: 03C-05
PCI: 96 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
12
SS1028
0.000/o
0.000/o
0 .000/o
Printed : 07/20/2009
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: I 0101 /2005
Samples Surveyed:
Inspection Date: 10/1112005
Samples Surveyed:
Inspection Date: 04/J I 12008
Samples Surveyed :
Inspection Date: I 0/0 J /2005
Samples Surveyed:
Inspection Date: I 0113/2006
Samples Surveyed:
Inspection Date: 0411112008
Samples Surveyed:
Inspection Date: 10/1212005
Samples Surveyed:
Inspection Date: 04 /11 /2008
Samples Surveyed:
Inspection Date: 04/1 1/2008
2
0
2
0
4
0
Sa mpl es Surveyed: 0
Inspection Date: 04111/2008
Samples Surveyed: 0
MTC StreetSaver
Temple City
Street Name: ENCINITA AVENUE
Length: 850
Width : 20
Area: 17.000
Street Name: ENCINITA AVENUE
Length: 420
Width: 36
Area: 15.120
Street Name: ENC1N1TA A V ENUE
Length: 1.345
Width: 40
Area: 53.1!00
Street Name: ENCINITA AVENUE
Length: 480
Width: 38
Area: 18.240
Street Name: ENCIN IT A A VENUE
Length: 4.916
Width: 40
Area: 196.640
Street Name: ENCINITA AVENUE
Length: 2.275
Width: 36
Area: !!1.900
Street Name: ESTRELLA A VENUE
Length: 350
Width: 30
Area: I 0.500
Street Name: FAIRHALL STREET
Length: 695
Width: 26
Area: 18.070
Street Name: FAIRVIEW AVENUE
Length: 175
Width: 30
Area: 5.250
Street Name: FAIRVIEW AVENUE
Length: 245
Width: 32
Area: 7.840
Street Name: FARAGO AVENUE
Length: 1.250
Width: 36
Area: 45.000
Criteria:
Section Condition Inventory
St ID: ENCINI Sec 10: 03A-05
PCI: 55
PCI High: 0
PCI Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
100.00%
0.00%
0.00%
St 10: ENCJNJ Sec 10: 038-05
PCI: 60
PCI High: 0
PCI Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
100.00%
0.00%
0.00%
St 10: ENCINI Sec ID: OSA-04
PCI: 65 Load Related Distresses: 40.83%
PCI High: 65 Environmental Distresses: 53 .39%
PCI Low: 65 Other Distresses: 5 .78%
St 10: ENCINJ Sec JD: OSC-05
PCI: 70 Load Related Distresses: 43 .03%
PCl High: 0 Environmental Distresses: 50.88%
PCI Low: 0 Other Distresses: 6.09%
St ID: ENCINI Sec 10: 07-3.4
PCI: 68 Load Related Distresses: 56.19"/o
PCI High: 79 Environmental Distresses: 31 .89"/o
PCI Low: 58 Other Distresses: 11.92%
St ID: ENCINI Sec 10: SB-4.5
PC!: 67 Load Related Distresses: 43 .06%
PCI High: 67 Environmental Distresses: 50.84%
PCI Low: 67 Other Distresses: 6.10%
St JD: ESTREL Sec 10: 03-05
PC I : 93 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100.00%
PCI Low: 0 Other Distresses: 0.00%
St JD: f AIRHA Sec ID: 15-0 I
PC I: 72 Load Related Distresses: 0.00%
PCI High: 72 Environmental Distresses: 100.00%
PCI Low: 72 Other Distresses: 0.00%
St 10: fA!RVI See 10: 17/\·01
PCI: 79 Load Related Distresses: 100.00%
PCI High: 79 Environmental Distresses: 0 .00%
PCI Low: 79 Other Distresses: 0 .00%
St 10: FAiRVJ Sec ID: 178-0 I
PCI: 71 Load Related Distresses:
PCl High: 71
PCI Low: 7i
Environmental Distresses:
Other Distresses:
St ID: FARAGO Sec JD : 17A-OJ
PCI: 72 Load Related Distresses:
PCI High: 72 Environmental Distresses:
PCI Low: 72 Otber Distresses:
13
SS1028
85.51%
14.49%
0.00%
12.86%
74.27%
12.86%
Printed: 07/20/2009
Inspection Date: 04/11/2008
Samples Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: I 0/03 /2005
Samples Surveyed:
Inspection Date: 0411 1/2008
Samples Surveyed:
Inspection Date: 10/03/2005
Samples Surveyed:
Inspection Date: 10/03/2005
Samples Surveyed:
Inspection Date: 04 /11/2008
Samples Surveyed:
Inspection Date: 1011 112005
Samples Surveyed:
Inspection Date: 10/13/2006
Samples Surveyed:
Inspection Date: I 0113/2006
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
0
0
0
4
0
MTC SlreetSaver
Temple City
Street Name: FARAGO AVENUE
Length: 365
VVidtb: 26
Area: 9.490
Street Name: FIESTA A VENUE
Length: 1.920
Width: 36
Area: 69.120
Street Name: FLAHERTY STREET
Length : 375
Width : 26
Area: 9.750
Street Name: PLAHERTY STREET
Length: 575
Width: 30
Area: 17.250
Street Name: PLAH ERTY STREET
Length: 960
Width: 30
Area: 28.800
Street Name: FORTSON DRIVE
Length: 475
Width: 30
Area: 14.250
Street Name: FRATUS DRIVE
Length: 2. 720
Width: 36
Area: 97,92 0
Street Name: f'R A TUS DRIVE
Length : 620
Width: 36
Area: 22.320
Street Name: f REER STREET
Length: 265
Width: 36
Area: 9.540
Street Name: FR EER STREET
Length: 340
Width: 33
Area: 11.220
Street Name: FREER STREET
Length: 1.280
Width: 36
Area: 46,080
Criteria:
Section Condition Inventory
St JD: F 1\RAGO Sec ID: 178-0 I
PCI : 72 Load Related Distresses:
PCI High : 72 Environmental Distresses :
PCI Low: 72 Other Distresses:
St JD : FIESTA Sec ID: 09-03
PC I: 75 Load Related Distresses:
PCI High : 79 Environmental Distresses:
PCI Low: 72 Other Distresses:
12.85%
74.29%
12 .85%
0.000/o
100.00%
0.00%
St ID: f'LAHER Sec ID: 05A-05
PC I: 77 Load R elated Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100.00%
PCI Low: 0 Other Distresses: 0 .00%
St ID: FLAHER Sec ID: 058-05
PC I : 89 Load Related Distresses: 0 .00%
PCI High : 0 Environmental Distresses: 100 .00%
P C I Low: 0 Other Distresses: 0 .00%
St ID: FLAHER Sec ID: OSC-0 5
P C I : 79 Load Related Distresses:
PCI High: 0
PC I Low: 0
Environmental Distresses:
Other Distresses:
St ID: FORTSO Sec ID: 03-05
PCI: 79 Load Related Dist r esses:
PCI High: 0
PC I Low: 0
Environmental Distresses:
Other Dis tresses:
21.38%
57 .24%
2 1.38%
0.000/o
100.00%
0.000/o
St ID: FRATUS Sec: ID: 09A-03
PCI: 9 1
P C I High: 91
PC I Low: 9 1
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
100.00%
0.00%
St ID: FRATUS Sec ID: 098-03
PCI: 90 Load Related Distresses:
PCI High : 90
PCI Low: 90
Environmental Distresses:
Other Distresses:
St ID: FREERS Sec ID: 13-0 I
PC I : 56 Load Related Distresses:
PCI High: 56
PCI Low: 56
E nvi ronmental Distresses:
Other Distresses:
0 .00%
100.00%
0.00%
0.00%
100.00%
0.00%
St ID: FREERS Sec ID: 15A-Ol
PCI: 76 Load Related Distresses:
P C I High: 76
P C I Low : 76
Environmental Di stresses:
Other Distresses:
St JD: FREERS Sec: ID: 158-01
PCI: 76
PCI High: 76
PCI Low: 76
Load Related Distresses:
Environmental Distresses:
Other Distresses:
14
SS1028
69.04%
30.96%
0.00%
69.04%
30.96%
0.00%
Printed: 07120/2009
Inspection Date: I 0/06/2005
Samples Surveyed:
Inspection Date: I 0/04/2005
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 04111/2008
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: I 0/01 /2005
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: 06/02/2006
Samples Surveyed:
Inspection Date: I 0/1112005
Samples Surveyed:
Inspection Date: 10/11/2005
Samples Surveye d:
2
0
0
0
0
MTC StreetSaver
Temple City
Street Nam~: FREER STREET
Length: 500
Width: 38
Area: 19.000
Street Name: fREER STREET
Length: 1.076
Width: 36
Area: 38.736
Street Name: FR EF.R STREET
Length: 340
Width: 38
Area : 12.920
Street Name: fREER STREET
Length: 495
Width: 36
Area: 17.820
Street Name: fREER STREET
Length: 450
Width : 26
Area: II. 700
Street Na me : GARIBALDI AVENUE
Length: 3.905
Width: 36
Area: 140.580
Street Name: GARJnALDI AVENUE
Le ngth : 4.410
Width: 36
Area: 158,760
Street Name: GIDLEY STRF.ET
Length : 1.025
Width : 18
Area: 18.450
Street Name: GIDLEY STREET
Length: 570
Width: 36
Area: 20.520
Street Name: GLICKMAN AVENUE
Length : 1.590
Width : 36
Area: 57.240
Street Name: GLICKMAN AVENUE
Length: 440
Width: 40
Area: 17.600
Criteria:
Section Condition Inventory
St ID: FREERS Sec ID: 15C-OI
PCI: 76
PC I High: 76
PCI Low: 76
Load Related Distresses:
Environm~ntal Distresses:
Other Distresses:
69.08%
30.92%
0.00%
St ID: FREERS Sec ID: 17A-01
PCI: 89 Load Related Distresses : 0.00%
PCI High: 89
P C J Low: 89
Environmental Distresses: 100 .00%
Other Distresses: 0.00%
St ID: FREERS Sec ID: 178-01
PCI: 89
PCI High: 89
PCI Low: 89
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
100.00%
0 .00%
St ID: fREERS Sec ID: 17C-O I
PC I:
PCI High:
PCI Low :
89
89
89
Load Related Distresses:
Envi ron mental Distresses:
Other Distresses:
0.00%
100.000/o
0.00%
St ID: FREERS Sec ID: 17D-O I
PCI: 89
PCI High: 89
PC I Low: 89
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
100.00%
0.00%
St ID: GARIBA Sec ID: 0 1-06
PC I : 86 Loa d Related Distresses: 65.94%
PCI High : 0 Environmental Distresses: 34.06%
PCI Low: 0 Other Distresses: 0.000/o
St ID: GARIBA Sec ID: 05-05
PC I: 86 Load Related Distresses: 21 .62%
PCI High: 0 Environ mental Distresses: 56.75%
PCI Low: 0 other Distresses: 21.62%
St ID: G IDLEY Sec JD: 09A-03
PC I: 100 Load Related Distresses: 0.000/o
PCI High: 100 Environmental Distresses: 0.000/o
PCILow: 100 Other Distresses: 0.000/o
St JD: GIDLEY Sec ID: 098-03
PCI: 32 Load Related Distresses : 1 00.000/o
PCI High: 32
PCI Low: 32
Environmental Distresses: 0.00%
Other Distresses: 0 .000/o
St ID: GLICKM Sec JD: 13A-02
PCI: 67 Load Related Distresses:
PCIHigh: 67
PCI Low: 67
Environmental Distresses :
Other Distresses:
St ID: GLICKM Sec JD: 138-02
PCI: 66
PCI High: 66
PCI Low: 66
Load R elated Distresses:
Environmental Distresses:
Otber Distresses:
15
SS1028
37.26%
62 .74%
0.000/o
37.21%
62.79%
0.00%
Printed: 07/20/2009
Inspection Date: 10/11 /2005
Samples Surveyed:
Inspection Date: I 0/06/2005
Samples Surveyed:
Inspection Date: I 0/06/2005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
Inspection Date: 04111/2008
Samples Surveyed :
Inspection Date: 04/11/2008
Samples Surveyed:
Inspection Date: 09/04/2005
Samples Surveyed:
Inspection Date: 09/04 /2005
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
0
0
MTC StreetSaver
Temple City Secti on Condition Inven tory
S t r e et Name : GLICKMAN J\ VENUE
Length:
Wid th:
Aren:
515
38
19.570
Street Na m e: GLICKMAN AVENUE
Length: 545
Width: 30
A r ea: 16.350
St ID : GLICKM Sec ID: 13C-02
PC I: 66 Load Relat ed Distresses:
PC I High : 66
PCI Low: 66
Environ mental Distresses:
Other Distresses:
St ID: G LI CKM Sec ID: 13D -02
PCI : 66 Load Related Distr esses:
PCI High : 66
PCI Low: 66
E nvir onmental Distresses:
Other D istresses:
Street Na m e: GOLDEN WEST AVENUE St ID: GOLDEN Sec JD : 03-05
1.300 PC I : 96 Load Related D istresses:
37.17%
62.83%
0 .00%
37 .18%
62.82%
0.00%
0.00% L ength:
Width: 40 PCJ High: 0 Env ironmental D is t resses : 100.00%
Area: 52.000 PCJ Low : 0 O t her Distresses:
Street Name: GOLDEN WEST A VENUE St ID: GOLDEN Sec ID: 05-4.5
Length: 3.950 PC I: 80 Load R elated Distresses:
Wid th: 36 PCI H ig h: 98 En vironme nt a l Di stres ses:
A r ea: 142.200 PC J Low: 58 Other Distr esses:
Street Name: GOLDEN WEST AVENUE S t JD : GOLDEN Sec JD : 11A2.4
Length : 5.025 PC I: 82 L oad Related Dis t resses:
Wid t h : 40 PC I Hig h: 82 Environmental D istresses:
Ar ea: 201.000 PCI L ow: 82 O th e r Distresses:
Street Name: GOLDEN WEST A VENUE St ID: GOLDEN Sec ID: l!B-02
Length : 600 PC I: 82 Load Re lated Distress es:
Width : 36 P C I High : 82 Environmental D istr esses:
Ar ea : 2 1.600 PCT Low: 82 Oth er Di stresses:
Street Na me: GOLDEN WEST AVENUE St ID: GOLDEN Sec ID: I I C2.4
Length: 1.165 PC I : 82 Load Re la t ed Dist resses:
W idth : 38 PCI Hi gh: 82 E n viron mental Distresses:
A r ea: 44.270 PCI Low: 82 Oth er D is t ress es:
S t reet Name: GOLDEN WEST J\ VENUE St ID: GOLDEN Sec ID: I I D-0 2
Length : 625 P C I: 82 Load R e lated Dis t r esses:
Width: 42 PCI H igh: 82 Environme n t al Distresses:
Area: 26.250 PCI Low: 82 O t her Distr esses :
Street Name: GOLDEN WEST J\ VENUE St JD : GOLDEN Sec ID: llE-02
Length: 600 PC I: 82 Load R e lated Dis t resses:
Width: 40 PCI High: 82 Environmental Dis t ress es:
A rea: 24.000 PC! Low: 82 O t he r Dis t resses:
Str eet Name: GOLDEN WEST A VENUE St ID: GOLDEN Sec ID: 11F2.4
Le ngth : 1.345
Wid t h : 36
Ar ea: 48.420
Str eet Na me: GRACEWOOD AVENUE
Length: 635
Wid t h : 40
Area: 25.400
Criteria :
PC I : 82 Load Rela ted Distresses:
PCI H i gh: 82 Environmenta l D istresses:
PCI L ow: 82 Other Distr esses:
St ID : GRACEW Sec ID: 13A-02
PC I : 100
PCI H igh : 100
PCI Low: 100
L oa d R el at ed Distr esses:
E nv ironme nta l D is t r esses:
Oth er D istresses:
16
SS1028
0.00%
57.61%
42.39%
0 .00%
6.78%
93.22%
0 .00%
6 .51%
93.490/o
0.00%
7.1 1%
92.890/o
0.00%
6.59%
93.41%
0.00%
6 .77%
93 .23%
0.00%
6.53%
93 .47%
0 .00%
0 .00%
0 .00%
0.00%
Printed : 07/20/2009
Ins pection Da t e: I 0/0 I /2005
Samples Surveyed:
Inspection Date: I 0/0112005
Samples Surveyed:
Inspection Date: 0411 1/2008
Samples S urveyed:
Inspection Date: I 0/0 I /2005
Sam ples S u rveyed:
I nspection Date: 10/0 112005
Samples S u rveyed:
Inspection Da te: I 0 /0112005
Sa mples S u rveyed:
Insp ection Date: I 0/0112005
Sam ples S urveyed:
Inspection Date: I 0/0 I 12005
Sam p les S u rveyed :
Ins pection Date: 10/01/2005
Sam ples S urveyed:
Inspection Date: 10/0112005
Samples Surveyed:
I nspection Date: 09/01 /2006
Samp les S urveyed:
0
4
MTC StreetSaver
Temple City
Street Name: GRA CEWOO D A VENUE
Len gth : 225
Width: 34
Area: 7.65 0
Street Name: GRACEWOO D A VENUE
Length: 485
Width : 28
Area: 13.580
Street Name: GRA ND AVENUE
Length: 2,305
Width: 32
Area: 73 .760
Street Name : GRAN D AVENUE
Length: 665
Width: 30
Ar ea: 19.950
Street Name : G REEN STREET
Length: I .045
W idth: 36
A r ea: 37.620
Street Name: GRE EN STR EET
Length: 84 0
Width: 15
Area: 12.600
Street Name: HALD EMAN STR E ET
Length: 3 10
Width : 26
Area: 8.060
Street Name: HALI FAX ROAD
Length : 2.4 75
Width: 36
Area: 89.100
Street Name: HALJr AX ROA D
Length: 600
Width: 40
Area: 24.000
Street Name : HALI FAX ROAD
Length: 1,940
Width: 36
Area: 69.84 0
Street Name : HAL LO WELL AVEN UE
Length: 1.040
Width: 36
Area: 37.440
Criteria :
Section Condition Inventory
St ID:GRA CE W Sec ID : 1313-02
PCI: 52 L oad Related Distresses:
PC I High : 52
PC I Low: 52
En vironmental Distresses :
Other Distresses:
St ID: G RACEW Sec ID: 13C-02
PCI: 52 Load Related Distresses :
PC I High : 52 En vironmental Distresses:
PCI Low: 52 Other Distresses:
St ID: GRANDA Sec 10: 17A-01
PCI : 69 Load Related Distresses:
PCI High: 69 Environmental Distresses:
PC I Low : 69 Other Distresses:
St ID: GRAN DA Sec ID: 1713-0 1
PCI: 69 Load Related Distresses:
PCI High: 69 Environmental Distresses:
PCI Low: 69
St 10: GREENS
PCI: 100
Other Distresses:
Sec ID: 13A-02
Load Related Distresses:
PCl High : I 00 E nvironmental Dis t resses:
PCI Low : 100
St 10: GREENS
PCI: 100
O t her Distresses :
Sec ID: 1313 -02
Loa d Related Distresses:
PC I High : 100 Environmental Distresses:
PC I Low: 100 Other Distresses :
St ID: HALDEM Sec ID: 01 -06
72.05%
20.93%
7.02%
7 1.69%
2 1.lO"A>
7.2 1%
69.67%
30.33%
0.00%
69.67%
30.33%
O.OO"A>
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
PCI: 77
PCI High: 0
PCI Low: 0
Load Related Distr esses:
Environmental Distresses:
Other Distresses:
0.00%
100.00%
0.00%
St 10: HALIF A Sec ID: 15A-OI
PCI: K7 Lo a d Related Distresses: 0.00%
PCI High : 87
PCI Low: 87
Environmental Distresses : I 00.000/o
Other Distresses: 0.00%
St ID: HALI FA Sec ID: 158-01
PCI: 86
PCI High: 86
PCI Low: 86
Loa d Related Distresses :
En vironmental Dis tresses:
Other Distresses:
0.0 0%
I 00.000/o
0.0 0%
St ID: II ALIFA Sec ID : 15C-O I
PCI : 86 Load Related Distresses: 0.00%
PC I High: 86
PCI Low : 86
Environmental Distresses: 100.000/o
Other Distresses : 0.00%
St ID: HAL LOW Sec ID: 15A-0 1
PCI: 39
PCI High: 39
PCI Low: 39
Load Related Distresses:
Enviro nme ntal Distresses:
Other Distresses:
17
SS1 028
62.97%
37.03%
0.00%
Printed: 07/20/2009
In s pection Da te: I 0/0 1/2005
Samples Su rveyed:
In s pection Da te: 10/0 I /2005
Samples S urvey ed :
Inspection Date: I 010612005
Samples Survey ed :
Inspectio n Da t e: I 0/06/200 5
Sa mples Survey ed :
In s pect ion Date: 10/0 1/2 005
Samples Survey ed:
Inspection Date: 10/0 I 12005
Samples S urveyed :
Ins pectio n Date: 04/11 12001!
Sa mples Surveyed:
I nspection Date: 10/0 1/2005
Samples Surveyed:
Inspection Date: 10/0 I 1200 5
Samples Surveyed:
Inspection Date: 10/0 112005
Samples Sur veye d:
Inspection Date: I 0/0112005
Sllmples Surveyed:
0
MTC St reetSa ver
Temple City
Street Nam e: HALLOWE LL A VENUE
Length: 555
Width: 34
Area : 1!!.!!70
S t reet Name: HALLOWELL A V ENUE
Length: 1.345
Width: 4 0
Area: 53.800
Street Name: HALLWOOD DR IV E
Length: 660
Width : 30
Area: 19.800
Street Name: HALL WOOD DRIVE
Length: 270
Width: 30
A r ea: 8.100
Street Name: HALLWOOD DRIVE
Lengt h: 695
Width: 26
Area: 18,070
Street Name: HARKER AVEN UE
Length: 690
Width: 36
Area: 24.840
Str eet Name: HART AVEN UE
Length: 3.200
Width: 30
Area: 96,000
Street Name: HE CL A STREET
Length: 170
Width: 26
Area: 4.420
Str eet Name : HE LEO A VEN UE
Length: 1,595
Width: 36
Area: 57 .420
Str eet Name: HELEO AVENUE
Len gth: 580
W i dth : 26
Area: 15.080
Street Name: HERMOSA DRIV E
Length : 4 ,045
Width: 40
Area: 161.800
Crite ria:
Section Cond iti on Inventory
St ID: HALLOW Sec JD: 15B-O I
PCI: 51 Load Related Distresses:
PCl High: 51
P C I Low: 51
E nvironmental Distresses:
Other Distr esses:
St ID: HALLOW Sec ID: 15 C-01
PCI: 51 Load Related Disiresses:
PCI High: 51
PCI Lo w: 51
Environmental Distr esses :
Other Dist resses:
St JD: HALL WO Sec ID: 11-02
PC I: 74 Load R elated Dist resses:
70.17%
29.83 %
0.00%
70 .14%
29.86%
0.00%
0.00%
PCI H igh: 74 Environme ntal Distresses: 1 00 .00"/o
PCI Low: 74 O th er Distresses: 0.00%
St ID: HALL WO Sec ID: I 3-02
PCI: 85 Load Related Distresses: 100 .00%
PCI High : 85 E nvironment al Distresses: 0.00%
P CI Low: 85 Other Distresses: 0 .00%
St ID: HALL WO Sec ID: 15-02
PCI: 72 Load Re lated Distresses: 0.00%
PCI High : 72 Envi r onme ntal Distresses: 100.00"/o
PCI Low: 72 Other Distresses: 0.00"/o
St ID: HARKER Sec ID: 07-06
PC I: 65 Load Rela t ed Distresses : 0.00%
PCI High: 0 Envir onmental Distresses: 100.00%
PCJ Low: 0 Other Distresses: 0.00%
StiD:HARTAV Sec ID: 01-06
PC I: 87 Load Related Distresses: 47.25%
PCI High: 0 Env ironm ental Distresses: 43 .00%
PCI Low: 0 Other Distresses: 9 .75%
St ID: HECLAS Sec ID: 09-03
PC I: 98 Load R elated Distresses: 0 .00%
PCI High: 98 Environmen tal Distresses: 100.00%
PCI Low: 98 Other Distresses: 0 .00%
St JD: HELEOA Sec ID: 09A-03
PCI: 73 Load Related Distresses:
PCI High: 74 Environmental Distresses:
PCI Low: 72 O ther Distresses:
2.35%
95.31%
2 .35%
St ID: HELEOA Sec ID: 09B-04
PCI: 72 Load Re lated Distresses:
PCI High: 88 E nvi r onmental Distresses:
PCI Low: 56 O t her Dist resses:
St ID: HERMOS Sec ID: 01 -06
PC I: 74
PCI High: 0
PCI Low: 0
Load R elated Distresses:
Environ mental Distr esses:
Otbe r Dist resses :
18
SS 1028
0.00%
100.00%
0.00%
75 .8 7%
21.48%
2.65%
Printed : 07/20/2009
Inspection Date: I 0/01/2005
Samples S u rveyed:
Jnspection Date: I 0/01 /2005
Samples Surveyed:
Inspection Date: 10/01 /2005
Samples Surveyed :
Inspection Date: I 0113 /2006
Samples S u rveyed:
Inspection Date: 10/1112005
Samples S u rveyed:
Ins pection Date: 04/1112008
Samp les Sur veyed:
I nspection Date: 04 11 1/2008
Samples Surveyed:
Insp ection Date: 10/0J /2005
Samples S u rveyed :
Inspection Date: I 0/04/2005
Samples Surveyed:
Ins pectio n Date: I 0/0 I /2005
Samples Surveyed:
Inspection Date: 04/11/2008
Samples Surveyed:
0
0
2
2
0
MTC StreetS aver
Temple City
Street Name: I IlL TON AVENUE
Length: 455
Width: 36
Area: 16.380
Street Name: HILTON AVENUE
Length: 265
Width: 26
Area: 6.890
Street Name: IJIJ.TON AVI-:NUE
Length: 280
Width: 35
Area: 9.800
Street Name: HOWLAND DRIVE
Length: 1.475
Width: 36
Area: 53 .100
Street Name: IVAR AVENUE
Length: 2,635
Width: 30
Area: 79.050
Street Name: JA YLEE DRIVE
Length: 525
Width: 30
Area: 15.750
Street Name: KAUFFMAN AVENUE
Length: 2.730
Width: 36
Area: 98.280
Street Name: KAUFFMAN AV ENUE
Length: 3.695
Width: 36
Area: 133.020
Street Name: KAUFFMAN AVENUE
Length: 270
Width: 38
Area: 10.260
Street Name: KENNERLY STREET
Length: 2.080
Width: 30
Area: 62,400
Street Name: KEY WEST STREET
Length: 470
Width: 30
Area: 14.100
Criteria:
Section Condition Inventory
St ID: HILTON Sec ID : 09A-03
PCI: 66 Load Related Distresses: 0.00%
PCI High : 66 Environmental Distresses: 100.00%
PCJ Low: 66 Other Distresses: 0.00%
St 10: HILTON Sec ID: 0913-03
PC I: 66 Load Related Distresses: 0.00%
PCI High: 66 Environmental Distresses: I 00.000/o
PCJ Low: 66 Other Distresses: 0.00%
St 10: HILTON Sec 10: 09C-04
PC I: 57 Load Related Distresses: 0 .00%
PCI High: 57 Environmental Distresses: 100.00%
PCI Low: 57 Other Distresses: 0.00%
St ID : HOWLAN Sec ID : 11-02
PC I: 81 Load Related Distresses: 0.00%
PCI High: 81 Environmental Distresses : 100.00%
PCI Low: 81 Other Distresses: 0.00%
St 10: IV ARA V See 10:01-06
PC I: 67 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100 .00%
PCI Low: 0 Other Distresses: 0.00%
St ID: JAY LEE Sec 10: 03-05
PC I: 84 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100.00%
PCI Low: 0 Other Distresses: 0.00%
St 10: KAUFFM Sec ID: 11-02
PC I: 89 Load Related Distresses: 0.00%
PCJ High : 92 Environmental Distresses: 100.00%
PCJLow: 86 Other Distresses: 0.000/o
St 10: KAUFFM Sec ID: 5A-4.5
PCI: 19 Load Related Distresses:
PCI High: 19 Environmental Distresses:
PCJLow: 19 Other Distresses:
St ID : KAUFFM Sec ID: 5B-05
PC I : 44 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St ID: KENNER Sec ID: 09-03
PCI: 84 Load Related Distresses:
PCI High: 87 Environmental Distresses:
PCI Low: 80 Other Distresses:
St ID: KEYWES Sec ID: 09-03
PCJ: 79
PCI High: 79
PCI Low : 79
Load Related Distresses:
Environmental Distresses:
Other Distresses:
19
SS 1028
77 .64%
13 .42%
8.93%
78.44%
12.62%
8.94%
0 .00"/o
100 .00%
0.00%
0.00"/o
100.00%
0.00%
Printed: 07/20/2009
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: 04 /11 /2008
Samples Surveyed: 0
Inspection Date: 04111/2008
Samples Surveyed: 0
Inspection Date: I 0/0 1/2005
Samples Surveyed: 2
Inspection Date: 09/23 /2005
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed: 0
Inspection Date: I 0/01/2005
Samples Surveyed: 3
Inspection Date: 10/0 1/200 5
Samples Surveyed :
MTC StreetSaver
Temple City
Street Name: KEY WEST STREET
L ength: 660
Width: 30
Area: 19,800
Street Name: KEY WEST STREET
Length: 417
Wid t h: 36
A r ea: 15 ,012
Street Name : KEY WEST STREET
Length : 450
Width : 40
Area: 18.000
Street Name: KEY WEST STREET
Length: 735
Width : 38
A r ea: 27.930
S treet Name: KEY WEST STREET
Length: 240
Wid th: 20
Are a: 4.800
Street Name: LANDSEER STREET
Len gth : 465
W idth : 34
A r ea: 15.ll1 0
Street Nam e: LA ROSA DRIVE
Length: 350
Width : 40
Area: 14.000
Street Na me: LA ROSA DRIVE
Length: 2.640
Width : 36
Area: 95.040
Street Name: LA ROSA DRIVE
Length: 1.160
W idth: 36
Area : 41 ,760
Street Name: LA ROSA DRIVE
Len gth: 930
Width : 30
A r ea : 27.900
St reet Nam e: LA ROSA DRIVE
Length: 300
Width : 32
A r ea: 9.600
Criteria :
Secti on Cond ition I nvent ory
S t ID: KEYWES S ec JD: 11-02
PCJ: 73 Load R elated Distresses:
PCI High : 73 Environ ment a l Distresses:
PCJ Low: 73 Oth er Distresses:
0.00%
100.00%
0 .00%
St JD: KEYWES Sec ID: 15A-01
PCI : 82 Load R e la t ed Distresses:
PCI High : 82 Envi ro nme ntal Distresses:
PCI Low: 82 Other Distresses:
St ID: KEYWES Sec ID: 15D-O I
PC I: 81 Load Related Distresses:
PCI H igh: 81 Envir onmental Distresses:
PCI Low: 8 1 Ot he r Distress es:
S t ID : KEYWES Sec ID: 15C-O I
PC I: 81 L oa d R elated Distresses :
PCI High : 81 Environ mental D istresses:
PCI Low: 8 1 O t h er Di stresses:
St ID: KEYWES Sec ID: 150-0 I
PCI: 8 1 Loa d R elated Distresses:
PCJ High : 8 1 Environ mental D istresses:
PCI Low: 81 Oth er Distresses:
St ID: LANDSF-Sec ID: 13-02
PC I: 8 1 Load Related Distresses:
58 .63%
41.37%
0 .00%
58.46%
41 .54%
0 .00%
58.35%
41.65%
0 .00%
58 .41%
41 .59%
0.00%
0.00%
PCI High: 81 Environment a l Distresses: 100.00%
PCI Low: 81 O ther Dist r esses: 0.00%
St ID: LAROS A Sec ID: 07-03
PC I: 72 L oad Re lated Distresses: 0.00%
PCI H ig h: 72 Environmen t al Distresses: 100.00%
PCI Low: 72 O the r Distresses:
St 10: LAROSA Sec ID: 09-03
PC I : 76 Load Re lated Distr esses:
PCI High: 81 Environmenta l Dist resses:
PCJ Low: 72 Othe r Distresses:
St ID: LAROSA Sec ID: IIA-02
PCI: 46 Load R elated Distresses:
PCI High: 46
PCJ Low: 46
Environmental Distresses:
Oth er Distresses:
St ID: LAROSA Sec ID: IJ B-02
PCI: 46 Loa d Related Dist resses:
PCI High : 46
PCI Low: 46
Envi r onmenta l Distr esses:
Oth er Distr esses :
St ID: LAROSA Sec ID : 11C-02
PCI: 46 Load Related Distresses:
PCI High : 46 Envi r onme ntal Distr esses:
PCI Low: 46 O t her Distresses:
20
SS1028
0.00%
12.42%
75.16%
12.42%
92.40"/o
7.60%
0 .00%
92.44%
7.56%
0.00%
92.41%
7 .59%
0 .00%
Printed: 0712 012009
I nspection Dat e: 10/01/2005
Samples Surveyed:
Inspection Date : I 0/11/2005
Sam pl es S urveyed:
I nspection Dat e: 10/1112005
Samp les Surveyed:
I nspection Date: 10/11/2005
Samples S u rveyed:
In spection Date: 10/11/2005
Sam ples Surveye d:
Ins pect io n Dat e: 10/01 /2005
Sam ples S u rveyed:
Inspection Date: I 0/03 /2005
Sam pl es Surveyed:
Inspection Date: I 0/04/2005
Sam p les Surveyed:
I nspection Date: 10/01/2005
Samples S u rveyed:
Inspection Date: 10/0l/2005
Samples Surveyed:
Inspection Date: 10/0 1/2005
Samples S u rveyed :
2
MTC StreetSaver
Temple City
Street Name: LA RO SA DRIVE
Length: 235
Width: 30
Are~~: 7.050
Street Name: LA RO SA DRIV E
Length: 665
Width: 40
Area: 26,600
Street Name: LA RO SA DRIVE
Length : 660
Width : 38
Area: 25.080
Street Name: LA RO SA DRIVE
Length: 645
Width: 40
Area: 25 .800
Street Name: LA ROSA DRIVE
Length: 742
Width: 36
Area: 26,712
Street Name: LA ROSA DRIVE
Length: 360
Width: 26
Area: 9,3 60
Street Name: LAS TUNAS DRIVE
Length: 240
Width: 120
Area: 28.800
Street Name: LAS TUNAS DRIVE
Length: 1.583
Width : 110
Area: 174,130
Street Name: LAS TU NAS DRIVE
Length : 1.075
Width: 70
Area: 75 .250
Street Name: LAS TUNAS DRIV E
Length: 2.490
Width: 70
Area: 174.300
Street Name: LAS TUNAS DRIV E
Length:
Width:
Area :
Criteria :
2.200
76
16 7.200
Section Condition Inventory
St 10: LAROSA Sec 10: II D-02
PCI: 46 Load Related Distresses:
PCI High: 46
PCl Low: 46
Environmental Distresses:
Other Distresses:
St 10: LAROSA Sec 10: 13A-02
92 .44%
7.56%
0 .00%
PCI: 78 Load Related Distresses: 0 .00%
PCI High : 78 Environmental Distresses: 100.00%
PCI Low: 78 Other Distresses: 0 .00%
St 10: LAROSA Sec 10: 138-02
PCI: 7 8
PCI High : 78
PCJ Low: 78
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0 .00%
100.00%
0.00%
St 10: LAROSA See 10: 13C-02
PCJ: 79 Load Related Distresses:
PCI High: 79 Environmental Distresses:
PCI Low: 79 Other Distresses:
St JD: LAROSA Sec 10: 15-01
PCI: 80 Load Related Distresses:
PCI High: 80 Environmental Distresses:
PCI Low: 80 Other Distresses:
St 10: LAROSA Sec JD: 17-01
PC I: 76 Load Related Distresses:
PCI High: 76 Environmental Distresses:
PCI Low: 76 Other Distresses:
0.00%
100.00%
0 .00%
10.05 %
79.90%
10.05%
94 .64%
5.36%
0.00%
St 10: LASTUN Sec 10: 02A-06
PCI: 94 Load Related Distresses:
PCI High: 0 Environmenta l Distresses:
PCI Low: 0 Other Distresses:
St ID: LASTUN See ID: 0 2 8-06
PC I: 94 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low : 0 Other Distresses:
St ID: LASTUN Sec ID: 02 E-04
PCI: 99 Load Related Distresses:
PCI High : 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
St ID: LASTUN Sec ID: 2C-4,6
PCI: 94 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St JD: LA STU N Sec ID: 20-04
PC I: 99
PCI High: 100
PCI Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
21
SS1028
0.00%
0 .00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0 .00%
0 .00%
0 .00%
Printed : 07/20/2009
Inspection Date: I 0101/2005
Samples Surveyed:
Inspection Date: I 0/01 /2005
Samples Surveyed :
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed:
Inspection Date: I 0/1 l/2005
Samples Surveyed:
Inspection Date: I 0/13 /2006
Samples Surveyed:
Inspection Dote: 04/11 /2008
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: I 01121200 5
Samples S urveyed:
Inspection Date: 04/11 /2008
Samples Surveyed:
Inspection Date: 10/12/2005
Samples Surveyed:
0
0
0
MTC StreetSaver
Temple City
Street Na me : LEMON i\ VENUE
Length: 3.580
Width: 36
Area: 12 8.880
Street Name : LEMON AVENUE
Length: 1.320
Width: 40
Area: 52.800
Street Name: LEMON i\ VENUE
Length: 1.980
Width: 36
A rea: 7 1,280
Street Name: LESLIE DRIV E
Length : 265
W idth : 34
Area: 9.010
Street Name: LIVE OAK i\ VENUE
Length: 5.045
Width: 38
Area: 191 .710
Street Name: LIVE OAK AVENUE
Length: 760
Width: 45
Area: 34.200
Street Name: LIVE OAK AVENUE
Length: 560
Width: 36
Area: 20.160
Street Name: LlVE OAK AVENUE
Length: 2.560
Width : 30
Area: 76.800
Street Name: LIV lA A VENUE
Length: 1.405
Width: 36
Area: 50.580
Street Name: LOM A i\ VENUE
Length : 2.985
Width: 30
Area: 89.550
Street Name: LOMA AVENUE
Length: 870
Width: 30
Area: 26,100
Criteri a:
Section Condition Inventory
StiD:LEMON Sec 10: 03A-05
PC I: 47 Load Related Distresses: 6 1.70%
PCI High: 0 Environmenta l Distresses: 10.15%
PCI Low : 0 Other Distresses : 21!.15%
St ID : LEMON Sec ID: 038-05
PCI: 47 Load Related Distresses: 60.71%
PCI High : 0 Environmental Distresses: 9.96%
PCI Low: 0 Other Distresses: 29.34%
St ID :LEMON Sec ID : 03C-05
PCI: 45 Load Related Distresses: 57 .45%
PCIHigh: 0 Environmental Distresses: 9.79%
PCI Low: 0 Other Distresses: 32 .76%
St ID : LESLIE Sec ID: 01-06
PCI: 88 Load Related Distresses: 4.34%
PCI High: 0 E nvi ronmental Distresses: 91.33%
PCI Low: 0 Other Distresses: 4.34%
St ID : LJVEOA Sec ID : 04!\.-04
PC I: 68 Load Related Distresses:
PCI High: 72 Environmenta l Distresses:
PCI Low: 56 Other Distresses:
St JD: UVEOA Sec ID: 48-02
PC I : 100 Load Related Distresses:
PCJ High: 100 Environmental Distresses:
PC I Low: 100 Other Distresses:
St ID: LIVEOA Sec ID: 4C-02
PC I: 100 Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
St ID: LIVEOA Sec ID: 40-1.2
PC I: 100 Load Related Dis tresses:
PCJ High: 100 E nvironmental Distresses:
PCI Low: 100 Other Distresses:
St JD: LIVIAJ\ Sec ID: 03-05
PCJ: 15 Load Related Distresses:
PCI High: 0 Environmental Distresses:
P CILow: 0 Other Distresses:
StlD:LOMMV Sec ID: 01-06
PC I: 88 Load Related Distresses:
PC I High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St ID : LOMAA V Sec JD: 03-05
PCI: 82
PCI High: 0
PCI Low: 0
Load Related Distresses :
Envi r onmenta l Distresses:
Other Distresses:
22
SS1028
0.00%
100.00%
0.00%
0.00%
0 .00%
0 .00%
0 .00%
0 .00%
0 .00%
0.00%
0.00%
0.00%
0.00%
100.00%
0.00%
10.72%
89.28%
0.00%
0 .00%
I 00 .000/o
0 .00%
Printed : 07/20/2009
In s pection Date: 04/11 /2008
Samples Surveyed: 0
In spection Date: 04/1 112008
Samples Surveyed : 0
Inspection Date: 04111/2008
Samples Surveyed: 0
Inspection Date: 04/1 112008
Samples Surveyed : 0
Inspection Date: 10/12 /2005
Samples Surveyed: 5
Inspection Date: 10/12/2005
Samples Surveyed:
Inspection Date: I 0/12/2005
Samples Surveyed:
Ins pection Date: 10/12/2005
Samples Surveyed:
Inspectio n Date: 04/11 /2008
Samples Surveyed: 0
In s pection Date: 04/11/2008
Samples Surveyed: 0
Inspection Date: 04/11/2008
Sa mples Surveyed : 0
MTC StreetSaver
Temple City
Street Name: LOMAAVENUE
Length: 2.665
Width: 36
Area : 95.940
Street Name: LONGDEN A VENUE
Length: 707
Width: 40
Area: 28.280
Street Name: LONGDEN A VENUE
Length : 495
Width: 40
Area: 19.800
Street Name: LONGDEN A VENUE
Length: 1,320
Width : 36
Area: 47.520
Street Name: LONGDEN AVENUE
Length: 660
Width: 30
Area: 19,800
Street Name: LONGDEN AVENUE
Length: 200
Width: 36
Area: 7.200
Street Name: LONGDEN AVENUE
Length: 460
Width: 30
Area: 13 .800
Street Name: LONGDEN A VENUE
Length: 660
Width: 40
Area: 26.400
Street Name: LONGDEN A VENUE
Length: 2.407
Width: 36
Area: 86.652
Street Name: LORA STREET
Length: 460
Width: 36
Area: 16.560
Street Name: LORA STREET
Length: 360
W i dth : 26
Area: 9.360
Criteria :
Section Condition Inventory
St JD : LOMAA V See ID: 07-3 .6
PCI: 85 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
0 .0 0%
100.00"/o
0 .00%
St 10: LONGOE Sec ID: OII3-05
PC I: 66 Load Related Distresses: 48.28%
PCI High: 66 Environmental Distresses: 51 .72%
PCI Low: 66 Other Distresses: 0 .00%
St 10: LONGDE Sec ID: 05A-05
PC I : 87 Load Related Distresses: 83.44%
PCI High: 0 Environmental Distresses: 12 .93%
PCI Low: 0 Other Distresses: 3.62%
St ID : l.ONGDE Sec ID: 0513-05
PC I: 88 Load Related Distresses: 83 .7 1%
PCI High: 0 Environmental Distresses: 12 .61%
PCI Low: 0 Other Distresses: 3.68%
St ID: LONG DE Sec 10: 05C-05
PC I: 88 Load Related Distresses: 83 .65%
PCI High: 0 Environmental Distresses: 12 .79%
PCI Low: 0 Other Distresses: 3 .55%
St ID: LONGDE Sec ID: 05D-05
PC I: 86 Load Related Distresses: 83 .69%
PCI High: 86 Environmental Distresses: 12.63%
PCI Low: 86 Other Distresses: 3.68%
St JD: LONGDE Sec JD : 05E-05
PCI: 86 Load Related Distresses: 83 .67%
PCI High: 86 Environmental Distresses: 12.77%
PCI Low: 86 Other Distresses: 3.56%
St JD : LONG DE Sec ID: 05f-05
PC I: 86 Load Related Distresses: 83.69"/o
PCI High: 86 Enviro nmental Distresses: 12 .74%
PCI Low: 86 Other Distresses: 3 .57%
St 10: LONG DE Sec ID: I A-5,6
PC I: 66 Load Related Distresses: 48 .34%
PCI High: 66 Environmental Distresses: 51.66%
PCI Low: 66 Other Distresses: 0.00%
St ID: LORAST Sec ID: 15-01
PCI: 75 Load Related Distresses: 0.00%
PCI High: 75
PCI Low: 75
Environmental Distresses: 100.00%
Other Distresses: 0.00%
St ID: LORAST Sec ID: 17-01
PCI: 73
PCI High: 73
PCI Low: 73
Load Related Distresses: 100.00"/o
Environmental Distresses: 0.00%
Other Distresses: 0.00"/o
23
SS1028
Printed: 07/20/2009
Inspection Date: 0411 1/2008
Samples Surveyed:
Inspection Date: 09/27/2005
Samples Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: 04 /11/2008
Samples Surveyed:
Inspection Date: 04/11/2008
Samples Surveyed:
Inspection Date: 10/03 /2005
Samples Surveyed:
Inspection Date: I 0/03 /2005
Samples Surveyed:
Inspection Date: I 0/03 /2005
Samples Surveyed:
Inspection Date: 09/27/2005
Samples Surveyed:
Inspection Date: 12/12/2005
Samples Surveyed:
Inspection Date: 1011 3/2006
Samples Surveyed:
0
0
0
0
MTC S tree tSaver
Temple C1ty
Street Name: LOWER AZUSA ROAD
Length: 583
Width: 52
Area: 30.3 16
Street Name: LOWER AZUSA ROAD
Length: 11 3
Width: 62
Area: 7.006
Street Name: LOWER AZUSA ROAD
Length: 4.130
\Vidth: 64
Area: 264.320
Street Name: LOWER AZUSA ROAD
Length: 3.233
Width: 64
Area: 206.912
Street Name: L YNROSE STREET
Length: 1.005
Width: 30
Area: 30.150
Street Name: L YNROSE STREET
Length: 550
Width: 26
Area: 14.300
Street Name: L YNROS E STREET
Length: 415
Width: 28
Area: 11.620
Street Name: McCLINTOCK AVENUE
Length: 2,065
Width: 30
Area: 61.950
Street Name: Mc CULLOCH A VENUE
Length: 1.195
Width: 36
Area: 43 .020
Street Name: McCULLOCH AVENUE
Length: 700
Width: 18
Area: 12.600
Street Name: McCULLOCH AVENUE
Length: 450
Width: 38
Area: 17.100
Criteria:
Section Condition Inventory
St ID: LOWER Sec 10: 06A-03
PCI: 99
PCI High: 100
PCI Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
0.00%
0.00%
0.00%
StiD:LOWER Sec ID: 06C-02
PCJ: 99
PCI High: 100
PCf Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
St ID:LOWER
PCI: 100
Sec ID: 6B-2.3
Load Related Distresses:
PCI High: 100
PCI Low: 100
Environmental Distresses:
Other Distresses:
St ID:LOWER
PCI: 100
Sec JD: 60-1.2
Load Related Distresses:
PCJ High: 100
PCI Low: 100
Environmental Distresses:
Other Distresses:
St ID: L YNROS Sec 10: 13-02
PCI: 87 Load Related Distresses:
PCI High: 87
PCI Low: 87
Environmental Distresses:
Other Distresses:
St JD: L YNROS Sec 10: 15-01
PCI: 72 Load Related Distresses:
PCI High: 72
PCI Low: 72
Environmental Distresses:
Other Distresses:
St ID: L YNROS Sec JD: 17-01
PCI: 72 Load Related Distresses:
PCI High : 72
PCI Low: 72
Environmental Distresses:
Other Distresses:
St ID: MCCLIN Sec ID: 17-01
PCI: 88 Load Related Distresses:
PCI High: 93
PCI Low: 83
Environmental Distresses:
Other Distresses:
0.00%
0 .00%
0.00%
0.00%
0 .00%
0 .00%
0 .00%
0 .00%
0 .00%
0 .00%
100.00%
0 .00%
0 .00%
100.00%
0.00%
0 .00%
100.00%
0 .00%
28.99%
42 .01%
28.99%
St ID: MCClJLL Sec ID : 17A-01
PC I: 78 Load Related Distresses:
PCI High: 78 Environmental Distresses:
PCI Low: 78 Other Distresses:
St ID: MCClJLL Sec ID: 178-01
PCI: 78 Load Related Distresses:
PCI High: 78 Environmental Distresses:
PCI Low: 78 Other Distresses:
St ID: MCCULL Sec ID: 17C-O I
PCJ: 78
PCI High: 78
PCI Low: 78
Load Related Distresses:
Environmental Distresses:
Other Distresses:
24
S S1028
14 .27%
71.47%
14.27%
14.20%
71.60%
14.200/o
14.28%
71 .43%
14.28%
Printed: 07/20/2009
Inspection Date: I 011212005
Samples Surveyed :
Inspection Date: I 0/12/2005
Samples Surveyed:
Inspection Date: 10/12/2005
Samples Surveyed:
Inspection Date: I 0112/2005
Samples Surveyed :
Inspection Date: 10/01 /2005
Samples Surveyed:
Inspection Date: IOfll/2005
Samples Surveyed :
Inspection Date: 10/0712005
Samples Surveyed:
Inspection Date: I 0/06/2005
Samples Surveyed:
Inspection Date: 10/07/2005
Samples Surveyed:
Inspection Date: 10/07/2005
Samples Surveyed:
Inspection Date: 10/07/2005
Samples Surveyed:
2
MTC StreetSaver
Temple City
---------
Street Name: McCULLOCH AVENUE
Length: 220
Width: 20
Area: 4.400
Street Name: MILLER DRIVE
Length: 180
Width: 40
Area: 7.200
Street Name: M!LOANN STREET
Length: 1.480
Width: 40
Area: 59.200
Street Name: MILOANN STREET
Length: 350
Width: 36
Area: 12.600
Street Name: MI LOANN STREET
Length: 360
Width: 26
Area: 9.360
Street Name: MUSCATEL AVENUE
Length:
Width:
Area:
3.825
40
153 .000
Street Name: MYDA AVENUE
Length: 490
Width: 30
Area: 14 .700
Street Name: NADrNE STREET
Length: 620
Width: 30
Area : 18.600
Street Name: NADINE STREET
Length: 1.570
Width: 26
Area: 40.820
Street Name: NADINE STREET
Length: 885
Width: 30
Area: 26.55 0
Street Name: NADINE STREET
Length: 1.3 45
Width: 30
Area: 40.350
Criteria :
Section Condition Inventory
St ID:MCCULL SecJD: 17D-01
PCI: 78 Load Related Distresses :
PCI High: 78 Environmental Distresses:
PCJ Low: 78 Other Distresses:
St ID: MILLER Sec ID: 09-03
PCI: 84 Load Related Distresses:
PCI High: 84 Environmental Distresses:
PCJ Low: 84 Other Distresses:
St ID: MILOAN Sec ID: 11-02
PC I : 86 Load Related Distresses:
PCJ High: 86 Environmental Distresses:
PCl Low: 86 Other Distresses:
St ID: MlLOAN Sec ID: 15-01
PC I: 67 Load Related Distresses:
PCI High: 67 Environmental Distresses:
PCILow: 67 Other Distresses:
St ID: MJLOAN Sec ID : 17-01
PC I: 77 Load Related Distresses:
PCI High: 77 Environmental Distresses:
PCI Low: 77 Other Distresses:
St ID: MUSCAT Sec ID: 01-06
PCI: 67 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
StiD:MYDMV Sec ID: 01-06
PC I: 94 Load Related Distresses :
PCI High: 0 Environmental Distresses :
PCI Low: 0 Other Distresses:
St ID: NADINE Sec ID: 09-02
PCJ: 79 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCl Low: 0 Other Distresses:
14 .24%
71.5 1%
14 .24%
0.00%
100 .00%
0 .00%
78.57%
21.43%
0.00%
100.00%
0.00%
0.00%
99 .11%
0.89%
0.00%
55 .64%
40.12%
4.24%
84.29%
15 .71%
0.00%
0.00%
I 00.000/o
0 .00%
St 10: NADINE Sec ID: I IA-02
PC I: 88 Load Related Distresses: 0.00%
PCI High: 88 Environmental Distresses: 100.00%
PCI Low: 88 Other Distresses: 0.00%
St ID: NADINE See ID: IIB-02
PC I: 87 Load Related Distresses:
PCI High: 87 Environmental Di!tresses:
PCI Low: 87 Other Distresses:
St ID: NADINE Sec ID : 13-02
PCI: 25
PCI High: 25
PCI Low: 25
Load Related Distresses:
Environmental Distresses:
Other Distresses:
25
551028
0.00%
100.00%
0.00%
100 .00%
0 .00%
0.00%
Printed: 07/20/2009
Inspection Date: 10/07/2005
Samples Surveyed:
Inspection Date: I 0/04/2005
Samples Surveyed:
Inspection Date: I 0/0112005
Samples Surveyed:
Inspection Date: 10/1312006
Samples Surveyed:
Inspection Date: 10113/2006
Samples Surveyed:
Inspection Date: 0411112008
Samples Surveyed:
Inspection Date: 04111/2008
Samples Surveyed:
Inspection Date: 04/1 11200!!
Samples Surveyed:
Inspection Date: I 0/01/2005
Samples Surveyed:
Inspection Date: 10/0112005
Samples Surveyed:
Inspection Date: 10/0112005
Samples Surveyed:
0
0
0
MTC StreetSaver
Temple City Section Condition Inventory
Pri nted: 07/20/2009
---·-----------------------------------------------------------------------------------
Street Name : NOEL DRIVE
Length:
Width:
Area:
950
36
34.200
Street Name: NO EL DRIVE
Length: 1.415
Width: 40
Area: 56.600
Street Name: OAK A VENUE
Length: 2.600
Width: 40
Area: 104.000
Street Name: OAK A VENUE
Length : 2.6 70
Width : 36
Area: 96.120
Street Name: OAK AVENUE
Length: 2.600
Width: 40
Area: 104 .000
Street Name: OLEMA STREET
Length : 755
Width: 36
Area: 27.180
Street Name : OLP.MA STREET
Length: 330
Width: 20
Area: 6,600
Street Name: OLEMA STREET
Length: 1,080
Width: 30
Area: 32,400
Street Name: OLIV E STREET
Length: I, 780
Width: 36
Area: 64.080
Street Name: OLIVE STREET
Length: 745
Width: 40
Area: 29,800
Street Name: OLIV E STREET
Length: 380
Width: 36
Area: 13.680
Critena :
St ID: NOEI .DR Sec ID: 7 A-3.6
PCI: 81 Load Related Distresses: 0.00%
100.00%
0.00 %
PCI High: 81 Environmental Distresses:
PCI Low: 81 Other Distresses:
St ID: N OELDR Sec ID: 78·3.6
PCI: 1!8 Load Related Distresses: 0.00 %
100.00%
0.00%
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
StiD:OAKAV Sec ID: 03-05
PCI: 85 Load Related Distresses: 27.83%
72 .17%
0.00%
PCI High: 0
PCI Low: 0
Environmental Distresses:
Other Distresses:
St ID:OAKAV Sec ID: 5A-04
PCI: 82 Load Related Distresses: 0.00%
100 .00%
0.0 0%
PCI High: 82
PCI Low: 82
Environmental Distresses:
Other Distresses:
StiD:OAKAV Sec ID: 58-05
PCI: 43 Load Related Distresses: 79 .92%
20.01!%
0.00 %
PCI High: 0
PCI Low: 0
Environmental Distresses:
Other Distresses:
St ID: OI.EMAS Sec ID: 03A·05
PCI: 64 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
0.00%
100.000/o
0.00%
St JD: OLEMAS Sec ID: 0313-05
PCI: 82 Load Related Distresses:
PCJ High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
0.00%
100.000/o
0 .00%
St JD: OLEMAS Sec ID: 03C-05
PCI: 82 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
0.00%
100 .000/o
0 .00%
St ID: OLIVES Sec ID: 07 A-03
PCI: 100 Load Related Distresses:
PCI Higb: 100 Environmental Distresses:
PCJ Low: 100 Other Distresses:
St ID: OLIVES Sec ID: 078-03
PC I: 100 Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
St ID: OLIVES Sec ID: 07C-03
PCI: 100
PCI High : 100
PCI Low: 100
Load Related Distresses:
Environmental Distresses:
Other Distresses:
26
SS 1028
0.0 0%
0.0 0%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
Inspection Date: 10/01/2005
Samples Surveyed:
Inspection Date: 04/11 /200 8
Samples Surveyed: 0
Inspection Date: 04111 /2008
Samples Surveyed: 0
Inspection Date: I 0124/2005
Samples Surveyed:
Inspection Date: 04/1112008
Samples Surveyed: 0
Inspection Date: 04/11 /2001!
Samples S urveyed: 0
Inspection Date: 04/11/2008
Samples Surveyed: 0
Inspection Date: 04/11 /2008
Samples Surveyed: 0
Inspection Date: 09/04/2005
Samples Surveyed:
Inspection Date: 09/0412005
Samples Surveyed:
Inspection Date: 09/04/200:5
Samples Surveyed:
2
MTC StreetSaver
Temple City Section Condition Inventory
Street Name: OLIVE STREET
Length: 2.700
Width : 40
Area: 108.000
Street Name: OLIVE STREET
Length: 2.640
Width : 40
Area: 105.600
Street Name: OLIVE STREET
Length: 1.990
Width: 40
Area: 79.600
Street Name: OLIVE STREET
Length: 2.280
Width: 40
Area: 91,200
St ID: OLIVES
PCI: 100
Sec ID: 09-03
Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100
St ID: OLIVES
PCI: 100
Other Distresses:
Sec ID: I 1-02
Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100
St ID: OLIVES
PCI: 100
Other Di stresses:
Sec 10: 13-02
Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCJ Low: 100
St ID: OLIVES
PCI: 100
Other Distresses:
Sec 10: I 5-1.2
Load Related Distresses:
PCI High: 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
Street Name: PAL MALL-L . AZUSA TO
FREER
St ID: P/\L._MA Sec ID: 15A-OI
Length :
Width:
Area:
2,695
36
97 .020
PCI:
PCI High:
PCJ Low:
61
61
61
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: PAL MALL-FREER TO LIVE St ID: PAL_MA Sec 10: 158-01
0/\K
Length:
Width:
Area:
1.040
40
41.600
P C I :
PC I High:
PCI Low:
61
61
61
Load Related Distresses:
En vironmental Distresses:
Other Distresses:
0 .00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0 .00%
0.00%
0.00%
71.49%
25 .63%
2.88%
71.47%
25.60%
2.93%
Street Name: PAL MALL-L. AZUSA TO
FREER
St ID: PAL_M/\ Sec ID: 15C-Ol
Length:
Width:
Area:
1.345
36
48.420
Street Name: PARMERTON AVENUE
Length: 935
Width: 30
Area : 28.050
Street Name: PENTLAND STREET
Length: 460
Width: i5
Area: 6.900
Street Name: PENTLAND STREET
Length: 2.1l25
Width: 36
Area: I 0 I. 700
Street Name: PERSIMMON AVENUE
Length: 1.040
\Vidth: 30
Area: 31.200
Criteri a;
PC I:
PCIHigh:
PCI Low:
61
61
61
Load Related Distresses:
Environmental Distresses:
Other Distresses:
St ID: PARMER Sec ID: 17-01
PCI: 100 Load Related Distresses:
PCI High: 100 Environmental Distresses:
P CI Low: 100 Other Distresses:
St ID: PENTLA Sec ID: 07-03
PCI: 72 Load Related Distresses:
PCI High: 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
St 10: PENTLA Sec ID: 09-03
PC I: 73 Load Related Distresses:
PCI High: 74 E nviro nmental Distresses:
PCI Low: 72 Other Distresses:
71.49%
25.63%
2.88%
0.00%
0.00%
0 .00%
0.00%
100.0()0,.{,
0.00%
0.00%
100.00%
0.00%
St JD : PERSIM Sec 10: 17A-01
PCI: 80
PCI High: 80
PCI Low: 80
Load Related Distresses:
Environmental Distresses:
Other Distresses:
27
SS1028
0 .00%
100 .00%
0 .00%
Printed: 07/2012009
Inspection Date: 09/04/2005
Samples Surveyed:
Inspection Date: I 0/01 /2005
Samples Surveyed: 2
I nspection Date: 10/i 1/2005
Samples Surveyed: 2
Inspection Date: 10/1 1/2005
Samples Surveyed:
Inspection Date: I 011 1/2005
Samples Surveyed:
Inspection Date: 10/11 /2005
Samples Surveyed:
Inspection Date: 10/11/2005
Samples Surveyed:
Inspection Date: 10/07/2005
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed:
Ins pection Date: I 0/04/2005
Samples Surveyed:
Inspection Date: I 0/06/2005
Samples Surveyed:
2
MTC StreetSaver
Temple City
Street Name: PERSIMMON AVENUE
Length: 2.445
VVidth: 36
Area : 8!!.020
Street Name: PERS IMMO N AVENUE
Length: 1.170
VVidth: 30
Area: 35.100
Street Name: PRIMROSE A VENUE
Length: 300
VVidt h : 30
Area : 9.000
Street Name: PRIMROSE AVENUE
Length: 3.125
VVidth: 36
Area: 112.500
Street Name: PRIMROSE AVENUE
Length: 900
VVidth: 30
Ar ea: 27.000
Street Name: RANCHO REAL ROAD
Length: 1.305
VVidth: 40
Area: 52 .200
Street Name: RANDWICK DRIVE
Length: 545
VVidth: 36
Area: 19.620
Street Name: RAND WICK DRIVE
Len gth : 560
VVidth: 32
Area: 17,920
Street Name: RENO AVENUE
Length: 3.145
VVidth: 30
Area: 94,350
S t reet Name: RIO HONDO A VENUE
Length: 700
VVidth: 36
Area: 25.200
Street Name: RIO HONDO AVENUE
Length : 1.595
VVidth: 36
Area: 57.420
Criteria :
Secti on C o nd iti on Inve ntory
St ID: l'ERSIM Sec ID: 17 B-O I
PCI: 80 Load Related Distresses: 0 .00%
PCI High: 80
PCI Low: 80
En vironmental Distresses:
Other Distresses:
100.00%
0 .00%
St ID: PERSIM Sec ID: 17C-O 1
PCJ: 80 Load Related Distresses:
PCI High: 80
PCI Low: 80
Environmental Distresses:
Other Distresses:
St 10: l'RIMRO Sec 10: 03-05
PCI: 77 Load Related Distresses:
PCI High: 0
PCJ Low: 0
Environmental Distresses:
Oth er Distresses:
St ID: PR1MRO Sec ID: 5A-4 .5
PCJ: 61 Load Re lated Distresses:
PCI High: 0
PCI Low: 0
Environmental Distresses:
O t h er Distresses:
St ID: l'RIMRO Sec ID: 58-05
PC I: 73 Load Relat ed Distr esses:
PCI High: 0 E nvir on m ental Distr esses:
PCI Low: 0 O t her Distresses:
St ID: RANCHO Sec 10: 07-03
PCI: 67 Load Related Distr esses:
PCI High : 68 Envi r on mental Distresses:
PCI Low: 67 Oth er Distresses:
0.00%
100.00%
0.00%
0.00%
100.00%
0.00%
46.94%
51.40%
1.65%
0 .00%
100 .00%
0 .00%
19 .69%
60.63%
19.69%
St ID: RANDWJ Sec JD: 13A-02
PCJ: 75 Load Related Distresses:
PCI High: 75 Environme ntal Distresses:
PCI Low: 75 Other Distresses:
0.00%
100.00%
0.00%
St ID: RANDWI Sec ID: 1313-02
PCI : 82 Load Related Di stresses:
PCI High: 82 Environmental Distresses:
PCI Low: 82 Other Distresses:
St 10: RENOA V Sec JD: 01-06
PC I: 96 Load Related Distresses:
PCI High: 0 Environ mental Distresses:
PCI Low: 0 Oth er Distr esses:
St ID : RlOHON Sec JD: 05-04
PCI : 53 Load Related Distresses:
PCJ High: 53 Environmental Distresses:
PCI Low: 53 Other Dis t resses:
St ID: RIOHON Sec ID: 09-03
PCI: 78
PCI High: 79
PCJ Low: 78
Load Related Distresses:
Environmental Distr esses:
Other Distresses:
28
SS 1028
0.00%
I 00.000/o
0.00%
0 .00%
0.00%
0 .00%
2.71%
94.58%
2.71%
0 .00%
100.00%
0 .00%
Printed: 0712012009
Inspection Date: I 0/06/2005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
I nspection Date: 04/11 /2008
Sam p les Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: 0411112008
Samples S urveyed:
Inspection Date: 10/04/2005
Samples Surveyed:
In spection Date: 09/02/2006
Samples Surveyed:
Ins pectio n Date: 10/01/2005
Samples Sun•eyed:
Inspection Date: 04111/2008
Samples Surveyed:
Inspection Date: 09/29/2005
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed:
0
0
0
2
0
2
MTC StreetSaver
Temple City
Street Name: ROBIN HOOD A VENU E
Length: 1.135
Width: 30
Area: 34.050
Street Name: R0131NHOOO AVENUE
Length: 390
Width: 26
Area: 10.140
Street Name: ROBINHOOD AVENU E
Length: 1.075
Width: 30
Area: 32.250
Street Name: ROCCUS LANE
Length: 280
Width: 30
Area: 8.400
Street Name: ROSEGLEN STREET
Length: 405
Width: 26
Area: 10.530
Street Name: ROSEGLEN STREET
Length: 695
Width: 26
Area: 18.070
Street Name: ROSEV ALE DRIV E
Length: 23 0
Width: 36
Area: 8.280
Street Name: ROWLAND AVENUE
Length: 2.920
Width: 36
Area: 105.120
Street Name: ROWLAND AVENUE
Length: 360
Width: 30
Area: 10.800
Street Name: RYLAN D AVENUE
Length: 1.300
Width: 36
Area: 46.800
Street Name: RYLAND A VENUE
Length: 290
Width: 41
Area: 11 .890
Criteria :
Section Condition Inventory
St ID: ROBI NH Sec ID : 13A-02
PCI: 84 Load Related Distresses: 0.00%
PCI High: 84 Environmental Distresses: 100.00%
PCI Low: 84 Other Distresses: 0.00%
St ID: ROI31NH Sec ID : 138-02
PCI: 84 Load Related Di stresses: 0.00%
PCI High: 84 Environmental Distresses: 100.00%
PCJ Low: 84 Other Distresses: 0.00%
St ID: ROBINH Sec ID: 13 C-02
PCh 84 Load Related Distresses: 0.00%
PCIHigb: 84 Environmental Distresses: 100.00%
PCI Low: 84 Other Distresses: 0 .00%
St ID: ROCCUS Sec ID: 01-06
PC I: 68 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 100.00%
PCI Low: 0 Other Distresses: 0.00%
St ID: ROS EGL Sec ID: 09-03
PCI: 100 Load Related Distresses: 0.00%
PCJ High: 100 Environmental Distresses: 0.00%
PCI Low: 100 Other Dis tresses : 0.00%
St JD : ROSEGL Sec ID: 15-0 1
PCJ: 72 Load Related Distresses: 0 .00%
PCI High: 72 Environmental Distresses: 100.00"/o
PC I Low: 72 Other Distresses: 0 .00%
St JD : RO SEV A Sec JD: 13-02
PC I: 93 Load Related Distresses: 0.00%
PCI High: 93 Environmental Distresses: 100.00"/o
PCI Low: 93 Other Distresses: 0.00%
St JD: ROWLAN Sec ID : 05-04
PCI: 78 Load Related Distresses: 0.00%
PCI High: 0 Environmental Distresses: 1 00 .00"/o
PCI Low: 0 Other Distresses: 0.00%
St ID: ROWLAN Sec ID : 05-05
PCI: 84 Loa d Related Distresses: 69.03%
PCl High: 0 Environmental Distresses: 30.97%
PCI Low: 0 Other Distresses: 0.00%
St ID : RY LAND Sec ID: 13A-02
PCI: 74 Load Related Distresses:
PCI High: 74 Environmental Distresses:
PClLow: 74 Other Distresses:
St 10: RYLAND Sec ID: 13 13-02
PCI: 72
PCI High: 73
PClLow: 73
Load Related Dis tresses:
Environmental Distresses:
Other Distresses:
29
SS1028
0 .00%
84.55%
1.5 .45%
0.00%
84 . .54%
15.46%
Printed: 07/20/2009
Inspection Da te: 10/01/2005
Samples Surveyed:
Inspection Date: I 0/0 I /2005
Samples S urveyed:
Inspection Date: 10/0 1/2005
Samples Surveyed:
Inspection Date: 04/11 /2008
Samples Surveyed: 0
Inspection Date: 10113/2006
Samples Surveyed:
Inspection Date: 10/11 /2005
Samples Surveyed:
Inspection Date: 10/0 I /2005
Samples Surveyed:
Inspection Date: 04 /11 /2008
Samples Surveyed: 0
Inspection Date: 04/1 1/2008
Samples Surveyed: 0
Inspection Date: 10/0112005
Samples S urveyed :
Inspection Date: 10/0 1/200 5
Samples Surveyed:
MTC StreetSaver
Temple City Section Condition Inventory
Street Name: RYLAND AVEN UE
Length: 800
Width: 30
Area: 24.000
Street Name: SALTER AVENUE
Length: 490
Width: 26
Area: 12 .740
St TD : RYLAND Sec ID: lJC-02
PCJ: 74 Load Relsted Distresses:
PCI High: 74 Environmental Distresses:
PCI Low: 74 Other Distresses:
St ID: SALTER Sec ID: 03-05
PCI: 94 Load Related Distresses:
PCI High: 0
PCI Low: 0
Environmental Distresses:
Other Distresses:
0.00%
84.59"/o
15.41%
0.00%
100.00%
0.00%
Street Name : SANTA ANITA AV EN UE St ID: SANTAA Sec ID: 14-01
Length: 3.905
\Vidth: 80
Area: 3 12.400
Street Name: SERENO DRIV E
Length: 3. I 65
Width: 40
Area: 126.600
Street Name: SPARKLETT STREET
Length: 700
Width: 30
Area: 21.000
Street Name: SPARKLETT STREET
Length : 290
Width: 30
Area : 8,700
Street Name: SPARKLETf STREET
Length: 790
Width: 30
Area: 23 .700
Street Name: SPARKLE"IT STREET
Length: 695
Width: 26
Area: 18.070
Street Name: SAINT JAMES DRIVE
Length: 255
Width: 36
Area: 9.180
Street Name: SULTANA AVENUE
Length: 3,490
Width: 30
Area: 104.700
Street Name: SULTANA AVENUE
Length: 1.290
Width: 30
Area: 38,700
C ri teria :
PCJ: I 00 Load Related Distresses: 0 .00%
PCI High: 100 Environmental Distresses:
PCI Low: 100 Other Distresses:
0.00%
0.00%
St ID: SERENO Sec ID : 07-03
PCI: 81 Load Related Distresses: 0 .00%
PCI High: 88
PCI Low: 78
100.00%
0 .00%
Environmental Distresses:
Other Distresses:
St ID: SP ARKL Sec ID : 09A-03
PCJ: 73 Load Related Distresses: 0.00%
PCI High: 73 Environmental Distresses: 100.00%
PCJ Low: 73 Other Distresses: 0.00%
St ID : SPARKL Sec ID: 098-03
PCI: 72 Load Related Distresses:
PCI High: 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
St ID: SPARK I. Sec ID: 11-02
PC I: 95 Load Related Distresses:
PC! High: 95 Environmental Distresses:
PCI Low: 95 Other Distresses :
St ID: SPARKJ. Sec ID: I 5-0 I
PC I: 72 Load Related Distresses:
PCI High: 72 Environmental Distresses:
PCI Low: 72 Other Distresses:
St ID: STJAME Sec ID: 05-05
PC I: 64 Load Related Distresses:
PCI High: 0 Environmental Distresses :
PCI Low: 0 Other Distresses:
St ID : SULTAN Sec ID: 01-06
PCI: 79 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCJ Low: 0 Other Distresses:
St ID: SULTAN Sec ID: 03-05
PCI: 47
PCI High: 0
PCI Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
30
SS1028
0.00%
100.00%
0.00%
0.00%
100.00%
0.00%
0.00%
100 .00%
0.00%
0.00%
100 .00%
0 .00%
0.98 %
99.02%
0 .00%
100.00%
0.00%
0.00%
Printed: 0712012009
In spection Date: I 0101 12005
Samples Surveyed:
Inspection Date : 04/11120 08
Samples Surveyed:
Inspection Date: 1011212 005
Samples Surveyed:
Inspection Date: I 010 112005
Samples Surveyed:
Inspection Date: I 010112005
Samples Surveyed:
Inspection Date: 10/0412005
Samples Surveyed:
Inspection Date: I 0/0 I /2005
Samples Surveyed:
Inspection Date: 10/1112005
Samples Surveyed:
Inspection Date: 04 /1 1/2008
Samples Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: 04/11 12008
Samples Surveyed:
0
4
3
0
0
0
MTC StreetSaver
Temple C ity
Street Name: SULTANA AVENUE St 10: SULTA N Sec 10: 7 A-03
Length: 1.400 PCI: 78 Load Related Distresses:
Width: 32
Area : 44.800
PCI High: 78
PCI Low: 78
Environmental Distr esses :
Other Distresses:
Street Name: SULTANA AVENUE St 10: SULTAN Sec 10: 78-03
Length: 1.0 70 PCI: 78 Load Related Distresses:
VVidth: 30
Area: 32,100
PCI High: 78
PCJ Low: 78
Environmental Distresses :
Other Distresses:
Street Na me: SULTANA A VENUE St 10: SULTAN Sec ID: 7C-3.6
Length: 300 PCI: 64 Load Related Distresses:
VVldth : 36
Area: I 0.800
PCI High: 0
PCJ Low: 0
Environmental Distresses:
Oth er Distresses:
Street Name: SULTANA AVENUE St 10: SU LTAN See 10: 70-06
Length : 300
VVidth: 33
Area: 9.900
PCI: 81
PCI High: 0
PCI Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
Street Name: TEMPLE CITY BO ULEVARD St 10: TE MPLE Sec ID: SA-4.5
L ength : 6.620 PCI: 90 Load Related Distresses:
VVidth: 64 PCI High: 0
Area: 423.680 PCI Low: 0
Envir on mental Distresses:
Other Distresses:
Street Name: T EMPLE CITY BOULEVARD St 10: TEMPLE Sec 10: 88-04
Length: 955 PCJ: 85 Load Related Distresses:
VVidth: 60 PCI High: 86
Area: 57.3 00 PCI Low: 86
E nvironmental Distresses:
O ther Distresses:
Street Name: T EMPL E CITY BOULEY ARD St 10: TEMPLE Sec ID: 8C-02
Length : 4,620 PCJ: 86 Load Related Distresses:
VVidth : 56 PCI High: 86
Area: 258,720 PCI Low: 86
E nvironmental Distresses:
Other Distresses:
Street Name: TEMPL E CITY BO ULEVARD St 10: T EMPLE Sec JD: 8D-02
Length: 940 PCI: 86 Load Related Distresses:
VVidth: 48 PCI High: 87
Area: 45 , I 20 PCI Low: 87
Environmental Distresses:
Other Distresses:
Street Nnme: TEMPLE CITY BOULEVARD St 10: TEMPLE Sec JD: 8E-02
Length: 58 PC I : 85 Load Related Distresses:
Width : 52 PC I High: 85 E nvironmental Distresses:
Area: 3 .016 PCI Low: 85 O ther Distresses:
Street Name: TEMPLE CITY BOULEVARD St ID: T EMPLE Sec ID: 8F-02
Length : 275
VVidth: 48
Area: 13 ,200
Street Name: TREE ROS E TERRACE
Lengt h: 200
Width: 34
Area: 6,800
Criteria ·
PC I: 86 Load Related Distresses:
PCI High : 87 Environmental Distresses :
PCI Low: 87 Oth er Dist resses:
St ID: TREERO Sec ID: 0 1-06
PCI: 52
PCI High: 0
PCJ Low: 0
Load Related Distresses:
Environmental Distresses:
Other Distresses:
31
SS1028
Sectio n C ondition Inventory
0.00%
100.00%
0.00%
0.00%
100 .00%
0.00%
0.00%
100.00%
0.00%
0.00%
100.00%
0.00%
36.21%
27.57%
36.21%
0.00%
100.00%
0.00%
0.00%
100.000/o
0.00%
0.00%
100.00%
0.00%
0.00%
100.00%
0.00%
0.00%
100.00%
0.00%
68.04%
31.96%
0.00%
Printed: 07/2012009
Inspection Date: 10/0312 005
Samples S urveyed:
Inspection Date: I 0/03/2005
Samples Surveyed:
Inspection Date: 0411 1/2008
Samples Surveyed:
Inspection Date: 04/1 1/2008
Samples Surveyed :
In spection Date: 04/1 1/2008
Samples Surveyed:
Inspection Date: 10112/2005
Samples Surveyed:
Inspection Date: 10/1212005
Samples Surveyed :
Inspectio n Date: 10/1212005
Samples Surveyed:
Inspection Date: I 0/1212005
Sam ples Surveyed:
Inspection Date: 1 0/ I 212005
Samples Surveyed:
In spection Date: 04/1112008
Samples Surveyed:
0
0
0
0
MTC StreetSaver
Temple City
Street Name: TRELA WNEY A VENUE
Length : 93 0
Width : 36
Area: 33.480
Street Na me: VAL STREET
Length: 2.200
Width : 30
Area : 66.000
Street Name: WEDGE WOOD STREET
Length: 735
Width: 36
Area: 26.460
Street Name: WEDG E WOOD STREET
Length: 570
Width: 36
Area: 20.520
Street Name: WEDGEWOOD STREET
Length: 130
Width: 30
Area: 3.900
Street Name: WEDG EWUUD STREET
Length: 810
Width: 36
Area: 29.160
Street Na me: W ELLAND AVENUE
Length : 2.245
Width: 38
Area: 85 .3 1 0
Street Na me: WEN DON STREET
Length : 490
Width: 26
Area: 12.740
Street Name: WEN DON A VENUE
Length: 580
Width: 30
Area: 17.400
Street Name: WEN DON A VENUE
Length: 660
Width: 40
Area: 26.400
Street Name: WENDON AVENUE
Length : 310
Width: 30
Area: 9.300
Criteria :
Section Condition Inventory
St ID: T RELA W Sec lD: 03-05
P C I : 50 Load Related Distresses: 100.00%
PCI High : 0 Environmental Distresses: 0 .00%
PC I Low: 0 Other Distresses: 0.00%
St lD: V ALSTR Sec ID: 03-05
P C I: 93 Load Related Distresses :
PCJ Hig h: 0
PCJ Low: 0
Environmental Distresses:
Other Distresses:
0.00%
100.00%
0.00%
St ID: WEDGEW Sec ID: 09A-04
PCI: 88 Load Related Distresses:
PCl High : 88 E nvironmenta l Distresses:
PCI Low: 88 Other Distresses :
0.00%
100.00%
0.00%
St ID: WEDGEW Sec ID: 09ll-04
PCI: 88 Load Related Distresses: 0 .00%
PC J High : 88 Environmental Distresses: I 00.00%
PCJ Low: 88 Other Distresses: 0 .00%
St ID: W EDGEW Sec ID: 09C-04
PCI: 88 Load Related Distresses:
PCI High: 88 Environmental Distresses:
PCI Low: 88 Other Distresses:
St ID: WEDGEW Sec JD: I J-04
PCI: XO Load Related Distresses:
PC I High: 80
PC I Low: 80
Environmental Distresses:
Other Di stresses:
St ID: WELLAN Sec JD: 17-0 I
PC I : 83 Load Related Distresses:
PCI High : 84 Environmental Distresses:
PCI Low: 82 Other Distresses :
St ID: WENDUN Ser ID: 01-06
PCI: 77 Load R e lated Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
0.00%
100.00%
0 .00%
0.00%
100.00%
0.00%
0.00%
100.00%
0.00%
0.00%
100.00%
0 .00%
St JD : WENDON Sec ID: 05A-05
PCJ: 85 Load Related Distresses:
PCJ Hig h: 0 E nvironmenta l Distresses:
PC J Low: 0 Other Distresses:
0 .00%
100.00%
0.00%
St ID: WEN DON Set ID: 0513-05
PCI: 81 Load Related Dis tresses:
PCI High: 0 Environmental Distresses:
PCJ Low: 0 Other Distresses:
St JD: WEN DON Sec ID: 05C-05
PCI: 78 Load Related Dis tresses:
PC I High: 78 Environmental Distresses:
PC J Low: 78 Other Distresses:
32
SS1078
37.54%
62.46%
0.00%
37.60%
62.40%
0.00%
Prin ted : 07/20/2009
lnspedion Date: 04/11 /2008
Samples Surveyed:
In spection Date: 04 /11 /2008
Samples Surveyed:
Inspection Date: 10/01/2005
Samples Surveyed :
Ins pection Date: 10/01 /2 005
Sa mples Surveyed:
Inspection Date: I 0/01 /2005
Samples Surveyed:
Inspec tion Date: I 0/0 1/2005
Samples Surveyed:
Inspection Date: 10/06/2005
Samples Surveyed:
Inspectio n Date: 04111/2008
Samples Surveyed:
Inspection Date: 04/1 1/2 008
()
0
2
0
Samples Surveyed: 0
Inspection Date: 04/11 /2008
Samples Surveyed:
In s pect io n Date: 09/30/2005
Samples Surveyed:
0
MTC SlreeiSaver
Temple City
Street Name: WILDFLOWER ROAD
Length: 435
Width: 30
Area : 13.050
Street Name: W JLLMONTE A VENUE
Length: 1.930
Width: 30
Area: 57.900
Street Name: WOODRUFF AVEN UE
Length: 4,515
Width: 36
Area: 162 .540
Street Name: WOOLLEY ST REET
Length: 1.220
Width: 36
Area: 43 .920
Street Name: WORKMAN AVENUE
Length: 4. 715
Width: 36
Area: 169.740
Street Name: WORTHINGTON DRIVE
Length: 250
Width: 26
Area: 6.500
Street Name: ZADELL A VENUE
Length : 545
Width: 36
Area: 19.620
Criteria:
St TD: WILDfL Sec ID: 17-0 1
PCI: 72 Load Related Distresses:
PCl High: 72
PCI Low: 72
Environmental Distresses:
Other Distresses:
St ID: WJLLMO Sec ID: 11-2,4
PCI: 74 Load Related Distresses:
PCl High: 74 Environmental Distresses:
PCI Low: 74 Other Distresses:
St ID: WOODRU Sec JD: 05-04
PCI: 83 Load Related Distresses:
PCI High: 84 Environmental Distresses:
PCI Low: 83 Other Distresses:
St ID: WOOLLE Sec ID: 03-05
PCI: 55 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCl Low: 0 Other Distresses:
St ID: WORKMA Sec ID: 05-04
PCI: 67 Load Related Distresses:
PCJ High: 84 Environmental Distresses:
PCI Low: 39 Other Distresses:
St ID: WORTH! Sec JD: 0 I ·06
PCJ: 67 Load Related Distresses:
PCI High: 0 Environmental Distresses:
PCI Low: 0 Other Distresses:
St JD: ZADELL Sec JD: 13-02
PCI: 73 Load Related Distresses:
PCI High: 73 Environmental Distresses:
PCI Low: 73 Other Distresses:
33
551028
Section Condition Inventory
Printed: 07120/2009
Inspection Date: 10/07/2005
0 .00%
100.00%
Samples Surveyed:
0 .00%
Inspection Date: 10/01120 05
0 .00%
100.00%
Samples Surveyed:
0 .00%
Inspection Date: 09/30/2005
0.00% Samples Surveyed: 2
100 .00%
0.00%
Inspection Date: 04/1 112 008
47.30%
52.70%
Samples Surveyed: 0
0.00%
Inspection Date: 09/30/2005
64.36% Samples Surveyed: 5
33 .72%
1.92%
Inspection Date: 04/11/2008
0.00%
100.000/o
Samples Surveyed: 0
0.00%
Inspection Date: 10/01 /2005
0.00%
1 00.000/o
Samples Surveyed:
0.00%
MTC StreetSaver
Temple City Section t-'C I Li sting
P rinted: 07/20/2009
--
Current
St reet 1D Section ID Str eet Name F rom To Length Width Area Functional Class Surface Type PCI
ACASOD 09.()3 ACASO DRIVE 325 WEST SERENO DRIVE SERENO DR IVE 325.00 36 .00 II . 700.00 R -Rcsidcntial/Locul A-AC 67
AGNF.SA 05-04 AGNES A VENUE LIVE OAK AVENUE GARIBALD I A VENUE 2645.00 36.00 95 .220.00 C ·Collector A·AC 60
AGNESA 11A-04 AGNES A VENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA ROAD 295.00 36 .00 1 0.620.00 C • Collector A·AC 65
AGNESA llB-02 AGNES AVENUE 295 N. LOWER AZUSA I .A ROSA DR IVE 1245.00 40 .00 49 .800.00 C -Co ll ector A·AC 64
ROAD
AGNESA 11('..()4 AGNES A VENUE LA ROSA DRIVE OLIVE STREET 1490.00 36.00 53 .640.00 C-Colk'ctor A -AC 64
ALES SA 05-04 ALESSANDRO LIV E OAK A VENUF. GAR IBALDI A VENUE 2670.00 36.00 96 .120.00 R-Residen tial/Local A -AC 5 1
AVENUE
ALESSI\ 9A.()3 ALESSANDRO LOWER AZUSA ROAD LA ROSA DRIVE 1595.00 36.00 57.420.00 C • Collt:ctor A·AC 65
AVENUE
ALES SA 9B-03 ALESSANDRO LA ROSA DRIVE BLACKLEY STREET 895 .00 36.00 32 .220 .00 C ·Co llector A·AC 65
AVENUE
ALESSA 9C-03 ALESSANDRO BLACKLEY STREET OLIVE STREET 620.00 20.00 12.400 .00 C-Collector A -AC 65
AVENUE
ALESSA 9D.()4 ALES SANDRO BROADWAY LIVE OAK AVENUE 955 .00 31.00 29 .605.00 C-Collector A·AC 65
AVENUE
A_NILO 11 -02 ALL NORTH OF TEMPLE CI TY ALLEY EAST TEMPLE CITY 210 .00 20.00 4.200.00 0 • Other A-AC 74
LOWER AZUSA ROAD BOULEVARD BLVD.
A_N/LO 1 S-Ol ALL. NORTH OF 305 WEST OF PAL MAL 265 EAST OF PAL MAL 570.00 20.00 11.400 .00 0 ·Other A·AC 46
LOWER AZUSA ROAD AVENUE AVENlJF.
A_ SILO 09-03 ALL. SOUTH OF ALLEY WEST OF TEMPLE TEMPLE CITY BOULEVARD 235 .00 20 .00 4.700.00 0-Other A ·AC 56
LOWER AZUSA ROAD CITY BLVD
AS/LOW 11-02 ALL. SOUTH OF TEMPLE CITY ALLEY EAST OF TEMP LE 235 .00 20 .00 4. 700.00 0-Other A ·AC 6 1
LOWER AZUSA ROAD BOULEVARD CITY BLVD
A_EIBA 13-02 ALLEY EAST 01' DAINES DR IV E LIVE OAK AVENUE 1345 .00 20.00 26.900.00 0 ·Other A -AC 53
BALDWIN A VF.NUF.
A_EICA 05.()4 ALI.F.Y EAST OF WORKMAN AVENUE ALLEY SOUTH Of LAS 490 .00 19.00 9.310.00 0-Other A ·AC 89
CAMELLIA AVENUE TUNAS DRIVE
AE/CAM 05-04 ALLEY F.AST OF ALLEY NORTH OF LAS WOODRUFF A VENUE 490 .00 19 .00 9.3 10.00 0-0thcr A-AC 65
CAMELLIA AVENUE TUNAS DRIVE
AE/CLO 05-04 ALLEY EAST OF WORKMAN AVENUE AS/LAS TUNAS DRIVE 490.00 19 .00 9.310.00 0-0thcr A-AC 48
CLOVERLY A VENUE
ALLEYE 05 -04 ALLEY EAST OF ALLEY NORTH OF LAS WOODR UFF A VENUE 490.00 19.00 9.3 10.00 0 ·Other A -AC 65
CI.OVERL Y A VENUE TUNAS DRIVE
A_E/EL 17-01 ALLEY EAST OF EL 930 SOUTH GRAND GRAND AV ENU E 930.00 20.00 18 .600.00 0-Other A-AC 73
MOl>ITEAVENUE AVENUE
-
Criteri a : 1 MTC StreetSaver
SS·I Q30
Temple City
Street ID Section ID Street Name
AEIKAU 05-04 ALLEY EAST OF
KAUFFMAN AVENUE
A_EIRO 07-03 ALLEY EAST OF
ROS EMEAD BL YD.
A_EITE 05 -04 ALLEY EAST OF
TEMPLE CITY BLVD
A_EITE 11 -02 ALLEY EAST OF
TEMPLE CITY BLVD
AEITC 05-04 ALLEY EAST Or:
TEMPLE CITY BLVD
ALLEYN 17-01 ALLEY NORTH or:
DANBURY
ALLEYN Ol -06 ALLEY NORTH OF
HERMOSA DRIVE
A_N/LA 01-04 ALLEY NORTH OF
LAS TUNAS DRIVE
A_NILA 07-06 ALLEY NORTH OF
LAS TUNAS DRIVE
ALLEYN 05 -04 ALLEY NORTH OF
LAS TUNAS DRIVE
A_SIBR 07-03 ALLEY SOU TH OF
BROADWAY
ALL EYS 17-01 ALLEY SOUTH OF
DAINE S
A_S/FR 17-01 ALLEY SOUTH OF
FRE ER STREET
A_S/LA OSA-04 ALLEY SO\JfH OF
LAS TUNAS DRIVE
A_SILA OSB-04 ALLEY SOUTH OF
LAS TUNAS DRIVE
A_S/LA 05C -04 ALLEY SOUTH OF
LAS TUNAS DR IVE
A_SILA 07-06 ALLEY SOUTH OF
LAS TUNAS DR IVE
AS -LAS 05-04 ALLEY SOUTH OF
LAS TUNAS DRIVE
Criteria :
From To
WORKMAN A VENUE ALLF.Y SOUTH or: LAS
TUNAS DRIV E
OLIVE STREET ALLEY SOUTI I OF
BROADWAY
ALLEY NORTH OF LAS WOODR UFF A VENU E
TUNAS DRIVE
ALLEY SOUT H OF ALLEY NORTH OF I.OWF.R
LOWER AZUSA RD . AZUSA RD .
WORKMAN A VENUE AS/LAS TUNAS DRIVE
AWIPERSIMMON PERSIMMON A VENUE
AVENU E
330W. SULTANA ENCINITA AVENUE
AVENUE
SULTANA AVENUE ENCINITA AVENUE
ENCINITA A VEN lJE ALESSANDRO A VENUE
CLOVERLY AVENUE KAUFFM AN A VENUE
ROSEMEAD BOULEVARD LO M/\ A VENUE
2 15 W. PERS IMMON
AVENUE
350 WEST PERSIMMON
AVENUE
CLOVERLY AVENUE
ALLEY EAST OF TEMPLE
CITY BLVD
KAUFFMAN AVENUE
LOMAAVENUE
AE/KAUFFMAN AVENUE
PERS IMM ON AVENUE
PERSIMMON AVENUE
ALLEY EAST OF Tf;M Pl. F.
CITYBI.VD
KAUFFMAN AVENUE
ALLEY EAST OF KAUFFMAN
AVENUE
ENCINI T A A VENUE
GOLDEN WEST AVENUE
2
SS1030
Sect ion PCI List i ng
Printed : 07/20/2009
--
Current
Length Wid th Area Fu nctional Class S urfa ce Type PCI
490 .00 19.00 9.310.00 0-Other A -AC 47
54 0.00 20.00 I 0.800 .00 0 -Other A-AC 89
490.00 19 .00 9.3 1000 0-Ot her A-AC 8()
43 0.00 20.00 8.600.00 0 -Other A·AC 58
490.00 19.00 9.3 10.00 0-Other A -1\C 48
215 .00 20.00 4.300.00 0 -Other A-AC 82
1450.00 20 .00 29 ,000.00 0 -Other A -AC 41
1190.00 19.00 22.610.00 0-Other A-AC 63
4 10.00 19.00 7.790.00 0-Other A-AC 63
1750.00 20.00 3.5,0 00.00 0-Other A-AC 65
1320 .00 20.00 26.400.00 0 -Other A-AC 89
2 15.00 20 .00 4.300.00 0-Olh cr A -AC 27
350.00 20.00 7.000.00 0-Other A -AC 62
1100.00 20.00 22.000 .00 0 -Other A ·AC 87
660.00 19.00 12 .5 40.00 0 ·Other A-AC 87
220 .00 2000 4.400.00 0 ·Other A-AC 87
42 5.00 19.00 8,075 .00 0 -Other A -AC so
220 00 19 .00 4,180.00 0-Other A-AC 47
MTC S tree tSaver
Temple City
Street ID Section ID Street Name
AS/LAS 07-06 ALLEY SOUTH Or
LAS TUNAS DRIVE
A_SILI 11-04 ALLEY SOUTH OF
LIVE OAK AVENUE
A_W/BA 11-04 ALLEY WEST OF
BALDWIN AVENUE
A_WIEL 15-01 ALLEY WEST Of EL
MONTE
A_ WIPE 17-01 ALLEY WEST OF
PERSIMMON AVENUE
A_W/TE 09-03 ALLEY WEST OF
TEMPLE CITY BLVD
ALLEYW 05-04 ALLEY WEST OF
TEMP LE CITY BLV D
AW/TC 05-04 ALLEY WEST OF
TEMPLE CITY BLVD
ARDEND I SA-01 ARDEN DRIVE
ARDEND 1513-01 ARDEN DRIVE
ARDEND 15C-01 ARDEN DRIVE
ARDEND 15D-Ol ARDEN DRIVE
ARDENE 11 -02 ARDENELAVENUE
ARDSLE 09-03 ARDSLEY DRIVE
ARROWO 15-01 ARROWOOD STREET
ARROWO 17A-Ol ARROWOOD STREET
ARROWO 17B-01 ARROWOOD STREET
AVONAV OIA-06 1\ VON 1\ VENUE
AVONAV 01 B-06 A VON A VENU E
AVONAV OIC-06 AVON A VENUE
BALD WI 10-02 BALDWIN AVENUE
BARELA 03-05 BARELA AVENUE
Criteria:
From To
ROSEMEAD BOULEV ARD SU I.T ANA A VE NUE
570 WEST OF BALDWIN BALDWIN AVENUE
AVENUE
DUFFY STREET ALLEY SOlJ!ll OF LIVE OAK
AVENUE
OLIVE STREET DAINES DRIVE
AN/DANBURY STREET 330 N. ANmANBURY STREET
ALLEY SOUT H OF ARDSLEY DRIVE
LOWER AZUSA RD .
ALLEY NO RTH or LAS WOODRUFF A VENUE
TUNAS DRIVE
WORKMAN AVF.NUF. AS/LAS TUNAS DRIVE
LOWER AZUSA ROAD 630 S. FREER STR EET
630 S. FREER STREET OLIVE STREET
OLIVE STREET NA DIN E STRF.ET
NADINE STREET DAINES DRIVE
LA ROSA DRIVE 375 N . MILOANN STREET
AN/LOWER AZUSA ROAD 255 N . SPARKLETJ' STREl:T
PAL MAL AVENUE
225 W. DALEVIEW
AVENUE
360 W. PERSIMMO N
AVENUE
LESLIE DRIVE
BURGHARDT ROAD
GARIBALDI AVENUE
LOWER AZUSA ROAD
CRAIGLEE STREET
460 E. PAL MAL AVENUE
DALEVIEW A VENUE
PERSIMMON A VENUE
BURGHARDT ROAD
225 N. BURGHARDT ROAD
LONGDEN AVENUE
LIVE OAK A VENUE
WOOLLEY STREET
3
SS1030
Sectio n 1-'C I Listing
Printed : 07/20/2009
Current
Length Width Area Functional Class Surface Type P C I
615 .00 19.00 11.685.00 0 -Oth.:r A -AC 44
570 .00 20.00 11.400.00 0 ·Other A·AC 89
165 .00 20 .00 3,300.00 0-Oth~r A-AC 89
595.00 16 .00 9.520.00 0-Other A·AC 78
180.00 20.00 3,600.00 0 -Other A-AC 82
445 .00 20 .00 8.900.00 0 -Other A-AC 69
490.00 19.00 9.310.00 0-0ther A-AC 67
490.00 19.00 9.310.00 0-0Ut~r A-AC 48
1875.00 56.00 I 05 .000.00 C -Collector A-AC ~6
1225.00 40.00 49.000.00 C-Collector A·AC 46
300.00 28 .00 8.400.00 C -Collector A-AC 46
295 .00 36 .00 I 0.620 .00 C ·Co llector A·AC 46
595 .00 30 .00 17,850.00 R-Rcsidentiai!L..ocal A-AC 87
1170.00 30.00 35,100.00 R -Residential/Local A ·AC 48
460.00 36 .00 I 6.5 60.00 R • Re si dential/Local A-AC 66
225.00 26.00 5.850.00 R -Rcsidcntial!Locnl A -AC 65
360.00 2600 9.360.00 R-Rcs idcnt iaJILocnl A-AC 87
405.00 34.00 13.770.00 C -Collector A -AC 47
225.00 30.00 6. 75 0.00 C-Collector A-AC 47
1535.00 30 .00 46.050.00 C -Coll ec tor A-AC 46
5015.00 RO.OO 401.200.00 A -Arterial 1\-AC 85
660.00 30 .00 19.800.00 R -Rt:S idt!ntialflocal 1\-AC 90
MTC StreetS aver
Temple City
Street ID
BARELA
BARELA
BARTLE
BIDWE L
BlRCHL
BISBYS
BLACK I.
BLACKL
BLACKL
BOGUE
BOG UE
OOG UES
BOGUES
BROADW
BROADW
BROADW
BROADW
BROADW
BROADW
BURGHA
BURTON
BUTTON
CAL LIT
CAM BUR
CAMELL
Criteria :
Section ID Street Name From
ll A-02 BARELAAVENUE CAMELLIAAVENUE
II B-02 BARELA AVENUE NADINF. STREET
01-06 BARTLETT AVENUE HERMOSA A VENUE
07..06 BIDWELL STREET LOMA AVENUE
13-02 BIRCH LAND PLACE LOW~R AZUSA ROAD
09-03 BISBY STRE!:I' FIESTA AVENUE
09-03 BLACKLEY STREE T F.NCINn'A AVENUE
11-02 BLACKLEY STREET TEMPLE CITY
BOULEVARD
17-01 BLACKLEY STREET PARMERTON AVENUE
To
OLIVE STREET
BROADWAY
GARIBALD I AV ENU E
ENCJNITA AVENU E
360 N . HA LLWOOD DRIVE
TEMPLE CITY BOULEVARD
840 E. CLOVERLY AVE NUE
GOLDEN WF.ST A VENU E
McC ULLO CH A VENUE
15A-01
ISB-01
BOGUE STREET
BOGUE STREET
455 W. PAL MAL AVENUE PAL MAL A VEN UE
11-04
13-02
07A-03
070..()3
O?C-03
09-04
IIA-04
IIB-04
01..()6
01..()6
09..()3
03-05
11-2.4
05-4.5
355 W. F.t. MONT E
AVENUE
CAMBU RY AVENUE
BALDWIN AVENUE
BWIEATON WHII698
BE/EATON WHIJ698
EL MONTE A VENUE
13ALDWI N A VENU E
GLICKMAN A VENUE
BE/EATON WH/1698
ROSEM EAD BO ULE VA RD
BOGUE STREET
BOGUE STREET
BROADWAY
BROADWAY
BROADWAY ROSEMEAD BOULEVARD ENCINIT A A VENUF.
BROADWAY ENCINITA A VENUE
BROADWAY TEMPLECJTY
BOULEVARD
BROADWAY 150 W. GOLDEN WEST
AVENUE
BURGHARDT ROAD WEST END
BURTON A VF.NUF. SOUT!i CITY LIMIT
BUTTONS AV ENUE 360 S. OUVG STREET
CALLITASTREET 510 WEST ROSEMEAD
BOUL EVARD
CAM BURY AVENUE OLIVE STREll'
CAMELLIA AVENUE LIV F. OAK AVENUE
TEMPL E CITY BO ULEVARD
I 50 W. GOLDF.N WEST
AVENUE
BALDWI N AVENUE
MUSCA TEL A VENUE
LONGDEN A VE NU E
OLIVE STREET
445 EAST ROSEMEAD
BOULEVARD
LIVE OAK AVENUE
930 N. GARII3ALDI AV ENUE
4
SS1030
Length
1415.00
600.00
I 100.00
385.00
1250.00
600.00
2770.00
I 160.00
260.00
455.00
355.00
1020.00
1310.00
53.00
690.00
1715 .00
2550.00
1165.00
1485.00
535 .00
2890 .00
360.00
955.00
1035.00
35115.00
Section PCI Listing
\\;'idtb Area Functional Class
36.00 50.940.00 R-Residcnlia11Locn1
36.00 21.600.00 C • Collector
30 .00 33.000.00 C • Colkctor
36 .00 13.860 .00 R • Rcsidt:nt ialll .o<:a l
30 .00 37.500.00 R -Rc:sidt:nl ialll.ocal
36.00 21.600.00 R • Rt:sidcntiallloca l
36.00 99.720.00 A -Arterial
36.00 41 .760.00 R-RcsidcntinUI.ocal
30.00 7.800 .00 R -RcsidcntinliLo cn l
36.00 16.380.00 R • Rcsidt:nl ialllocal
28 .00 9.940.00 R-Rc:si dcntiai/Lo cal
30.00 30 .600 .00 R • Rcsitlcntta l/l .oc al
36.00 47.160.00 R • Rcsidcn tia11Loca1
26.00 1.3711.00 C ·Collector
64 .00 44.160.00 C • Collt:ctor
40.00 68.600.00 C • Cllllt:ctor
40.00 I 02 .000.00 C -Collector
40.00 46.600.00 C ·Collector
36.00 53.460.00 C -Collec tor
36.00 19,260.00 R-RcsidentialiLocal
30.00 86 .700.00 C -Coll ecto r
28 .00 I 0.0 80.00 R -Rcsidc ntiaiiLocal
36.00 34.380.00 R-RcsidcntioiiL ocal
30 .00 3 1.050.00 R • Residentialllocal
36.00 129,06 0.00 C • Colkctor
Printed: 07/2012009
Current
Surface Type PCI
A· AC 43
A·AC 31
A-AC 58
A· AC 89
A · AC 50
A · AC 6:i
A-AC (10
A · AC 75
A -AC 87
A-AC
A·AC
A -AC
A·AC
A -AC
A·AC
A -AC
A -AC
A-AC
A ·AC
A-AC
A-AC
A-AC
A -AC
A-AC
A -AC
69
69
25
67
89
89
89
79
67
67
85
68
53
70
67
60
MTC StreetSa ver
Temple City
Street ID
CAM ELL
CAM ELL
CAMINO
CAMINO
CLOVER
CLOVER
CLOVER
CLOVER
CLOVER
CLOVER
CLOVER
CLOVER
CLOVER
CRAIGL
CRAIGL
CRA IG L
DAINES
DAINES
DAINES
DAINES
DAINES
DAINES
DAINES
DAINES
DALEY/
Criteria:
Section ID Street Name From To
II A-02 CAMELLIA A VENUE LOWER AZUSA ROAD BLACKLEY STREET
11 B-02 CAMELLIA AVENUE llLACKLEY STREET 460 N. BLACKLEY STREET
OJA-05 CAM INO REAL OAK AVENUE 115 WEST BRENTMEAD
AVENUE
OJB-05 CAMINO REAL 115 WEST BREN1MEAD TEMPLE CITY BOULEVARD
AVENUE
OSA-04
0513-05
09A-03
098-03
09C-03
09 D-03
09E-03
091'-04
090-03
038..()5
03C-OS
OJD-05
09A-03
098-02
11-02
IJA-02
138..()2
IS A-{)!
ISB -01
17..()1
17-01
CLOVERLY A VENUE LIVE OAK A VENUE
CLOVERLY AVENUE FLAHERTY STREET
CLOVERLY A VENUE GIDLEY STREF.T
CLOVERLY AVENUE LOWER AZUSA ROAD
GARIBALDI A VENUE
WENDON STREET
LOWER AZUSA ROAD
150 S. KENNERLY STREET
CLOVERLY AVENUE !50S. KENNERLY STREET ISO N. KENNERLY STREET
CLOVERLY AVENUE !SON. KENNERLY OLIVE STREET
STREET
CLOVERLY A VENUE OLIVE STREET BROADWAY
CLOVERLY AVeNUE 13ROADWAY WEDGEWOODSTREET
CLOVERLY A VENUE WEDGEWOOD STREET LIVE OAK AVENUE
CRAIG LEE STREET BARELA AVENUE 135 E. 13ARELA A VENUE
CRAIGLEE STREET \35 E. BARELA AVENUE 300 E. BARELA AVENUE
CRA IGLEF. STREET 180 W. GOLDEN WEST GOLDEN WEST AVENUE
AVENUE
DAINES DRIVE HILTON A VENUE CLOVERLY A VENUE
DAIN ES DRIVE WEST END TEMPLE CITY 130ULEVARD
DAINES DRIVE BARELA AVENUE UALDWIN AVENUE
DAINES DRIVE BALDWIN AVENUE GRACEWOOD AVENUE
DAINES DRIVE GRACEWOOD AVENUE ARDEN DRIVE
DAINES DRIVE ARDEN AVENUE HALLOWELL A VENUE
DA IN ES DRIVE HALLOWELL AVENUE F.L MONTE AVENUE
DAINES DRIVE EL MONTE AVENUE SANTA ANITA AVENUE
DALEVIEW AVENUE GRAND AVENU E FREER STREET
5
S S 1030
Length
2515 .00
460.00
395 .00
925.00
3665.00
320.00
490.00
2040.00
295.00
1070.00
955 .00
475.00
4RO.OO
13 5.00
165 .00
180.00
1015 .00
275 .00
1585 .00
1650 .00
325.00
240.00
1900.00
2376.00
1250.00
Section PCI Listing
Printed: 07/20/2009
Current
Width Area Functional Class Surface Type PCl
30.00 75.450.00 R -Resideutin.I/Local A-AC 56
26 .00 11.960.00 R . Residc:ntiai/Local A -AC 56
34.00 13.430.00 C -Colh:clor A-AC ~
38.00 35.150.00 C-Collector A· AC 93
36 .00 131 ,940.00 R-Residential/Local
30 .00 9.600.00 R -Residential/Local
36 .00 17.640.00 R-ResidentiaVLocal
36 .00 73 .440.00 C • Collector
38.00 11 .210.00 C -Collector
A -AC
A·AC
A-AC
A-AC
A-AC
36.00 38.520.00 C-Colk'ctnr A -AC
40 .00 38.200 .00 C ·Collector A • AC
36.00 17.100.00 C-Co llt:ctor A-AC
38.00 I 8.240 .00 C -Collector A -AC
30.00 4.050.00 R -Rcsidcntioi/Locol A -AC
15.00 2.4 75.00 R-RcsidcntiaVLocul A • AC
30.00 5.400.00 R -Residential/Local A -AC
40.00 40 ,600 .00 C -C'ollt!c lor A -AC
30.00 8.250.00 C -Collector A -AC
30.00 4 7.550.00 C -Collector A -AC
36.00 59.400.00 C -Collector A -AC
38 .00 12.350.00 C-Collector A-AC
38 .00 9.120.00 C -Collector A -AC
36 .00 68.400.00 C ·Collector A • AC
36 .00 85.536.00 C -Collector A -AC
36 .00 45.000 .00 C-Collector A-AC
44
81
64
60
60
60
60
60
60
66
66
76
60
76
86
90
90
90
90
70
68
MTC StreetSaver
Temple C ity
Street ID
DANBUR
DAN BUR
DANB UR
DAN ESW
DEGASA
DEGASA
DOREEN
DUFFYS
DUFFYS
ELMONT
ELLJSL
ELMAVE
EMPERO
EMPERO
EMPERO
ENCINI
ENCINJ
ENCJNJ
ENCINT
ENCINI
ENCINI
ESTREL
FAIRHA
FAIR VI
FAIR VI
Criteria:
Section ID Street Name From To
15-01 DANBURY STREET 375 W. PAL MAL AVENUE PAL MAL AVENUE
17A-Ol
178-01
17-01
13A-02
138-02
15-01
07-06
11-04
12-01
11-02
01-06
03A-05
038-05
03C-05
03A-05
03B-05
05A·04
OSC-05
07-3.4
58-4.5
03-05
15-01
17A-OI
1713-01
DANBURY STREET EL MONTE AVENUE PERSIMMON AVENUE
DANBURY STREET 290 WEST SAN TA ANITA SANTA AN ITA AVENUE
AVENUE
DANESWOOD DRIVE PARMERTON AVENUE McCULLOC II AVENUE
DEGAS AVENUE GREEN STREET RANDWICK DRIVE
DEGAS AVENUE RANDWICK DRIV E LANDSEER STREET
DOREEN A VENUE LOWER AZUSA ROAD FREER STREET
DUFFY STREET NO EL DRIVE LOM A AVENUE
DUFFY STREET 835 W. BALDWIN l3 ALDW IN AVENUE
AVENU E
EL M!)NTE A VENUE 285 N. LOWER AZUSA
ROAD
ELLIS LANE
ELM AVENUE
EMPEROR AVENUE
TEMPLE CITY
BOULEVARD
MUSCATEL AVENUE
195 W. ROSEMEAD
BOULEVARD
200 S. LIVE OAK AVENUE
180 SOUTH LOWER AZUSA
ROAD
RENO STREET
ROSEMEAD BOU LEVARD
EMPEROR AVENUE ROSEMEAD BOULEVARD OAK AVENUE
EMPEROR A VENUE OAK AVENUE
ENCINITA AVENUE LONGDEN AVENUE
ENCINITA AVENUE WOOLLEY STREET
ENCINITA A VEN UE LIVE OAK A VEN UE
ENCINITA A VENUE GARIBALDI AVENUE
EN CINITA AVENUE SPB 492.6
ENC INITA AVENUE LAS l UNAS DRIV E
ESTRELLA AVENUE SALTER A VENUE
EAST END
WOOLLEY STREET
LEMON A VENUE
LAS TUN AS DRIVE
LONGDEN A VE NU E
LIVE OAK AVENUE
GA RIBALDI AVENUE
EAST C ITY LIMIT
FAIRHALL STREET
FAIRVIEW AVENUE
FAIRVIEW AVENUE
235 W. PAL MAL AVENUE 460 F.. PAl. MAL AVENUE
PERSIMMON AVENUE
BE/ARCDA WHI
BW/ARCDA WH/
50 E. McCLINTOCK A VENUE
6
SS1030
Length
375.00
430.00
290.00
260.00
350.00
325 .00
2480.00
330.00
835.00
4530.00
1000.00
745 .00
195.00
1750.00
395 .00
850.00
42 0.00
1345 .00
480 .00
4916 .00
2275.00
350.00
695 .00
175 .00
245 .00
Section PCI Listing
Width
36.00
Area Functional Class
13.500.00 R-Residential/Local
30.00 12 .900 .00 R-Residential/Local
26 .00 7.540 .00 R-Rcstdcntiai/Local
30.00 7.800.00 R-Residential/Local
36.00 12 .6 00.00 R-Rcsidcntial/l.ocal
34 .00 11 .05 0.00 R-Residcnlial/Locnl
36.00 89 .280.00 R-Rcsidcntini/Local
36.00 11 .880.00 R -Residcntini/Locaf
30.00 25.050.00 R-Resident ial/Local
56 .00 253 .680.00 A -Arterial
38 .00 38.000 00 C ·Collector
30.00 22 .350.00 C -Collector
20.00 3.900.00 C ·Collector
30.00 52.500.00 C ·Coll ec tor
30.00 11 .850.00 C ·Collector
20.00 17 .000.00 C ·Collector
36.00 15 .120.00 C ·Collector
40 .00 53.800.00 C • Coll~ctor
38.00 18.240.00 C ·Coll ector
40.00 196.640.00 C ·Collector
36.00 81.900.00 C ·Collector
30.00 10.500.00 R ·Residential/Local
26.00 18,070.00 R -Residential/Local
30.00
32.00
5.250.00 R • Residential/Local
7.840.00 R-R..:sid..:ntiai/Local
Printed: 07/20/2009
Current
Surface Type PCI
A-AC W
A-AC
A·AC
A-AC
A-AC
A-AC
A·AC
A·AC
A-AC
A-AC
A·AC
A-AC
A -AC
A-AC
A ·AC
A·AC
A-AC
A-AC
A-AC
A-AC
A·AC
A ·AC
A -AC
A·AC
A-AC
M7
8R
87
43
43
66
83
67
60
8 7
94
90
78
93
50
56
52
67
56
55
91
66
74
66
MTC StreetSaver
Temple City
Street ID
FARAGO
FARAGO
FIESTA
FLAHER
FLAHE R
FLAHER
FOR"fSO
FRAT US
FRATUS
FREERS
FRE ERS
FREER.'i
FREERS
FREERS
FREcRS
FREERS
FREE RS
GARI BA
GMIBA
GIDLEY
GIDLEY
GLICKM
GLICKM
GLICKM
GUCKM
Criteria :
Section ID
17A-01
178-01
09-03
OSA-0 5
058-05
05C-OS
03-05
09A-03
098-03
13-01
ISA-01
158-01
15C-OI
17A-OI
178-01
17C-OI
170-0t
Ol-06
05-0 5
09A-03
090-03
IJA-02
130 -02
IJC-02
IJD-02
Street Name
FARAGO AVENUE
FARAGO AVENUE
FIESTA AVENUE
FLAHERTY ST REET
FLAHERTY ST REET
FLAHERTY STREET
fORTSON DRIVE
FRA TlJS DRIVE
FRATUS DR IVE
FREER STREET
FREE R STREET
FREER STREET
f.REER STREET
FREER STREET
FRE ER ST REET
FREER STREET
FRE ER STREET
From To
GRAND AVENUE FREER STREET
FREJ";R STREET 365 N. FR EER STREET
BIS BY STREET LA ROSA DRIVE
ENCINITA AVENUE EAST END
CLOVERLY AVENUE PRIMROSE AVENUE
GOLDEN WEST AVENUE ROWLAND AV ENUE
LOMA A VENUE ENCIN ITA A VENU E
RIO HONDO AVENUE PENTLAND STREET
ALACK LEY STREET OLIVE STREET
265 WEST OF ARDEN ARDEN DRIVE
DR IV E
ARDEN DRIVE IIALLO WELL AVENUE
HA LLO WELL AVENUE PAL MAL AVENUE
PAL MA L AVENUE EL MONTE AVENUE
EL MONTE AVEN UE McCULLOCH AVENUE
McCULLOCH AVENUE DAI.EV IEW A VENUE
DALEVIEW AVENUE FARAGO AVENUE
FARAGO AVENUE SANTA AN ITA AVENUE
GARIBALDI AVENUE BURTON AVENUE ENCINITA AVENUE
EAST CITY LI MIT GA RIB ALDI AVENUE ENCIN ITAAV ENUE
GIDLEY STREET 470 W. CLOVERLY
AVENUE
GIDLEY STREET 555 E. CLOV ERLY
AVENUE
GLI CKMAN A VENUE LOWER AZUSA ROAD
GLICKMAN AVENUE GREEN ST REET
555 E. CLOVER!. Y A VF.NU F.
T EMPLE CITY BOULEVARD
LA ROS A DRIVE
100 N. RANDWICK DRIVE
GLICKMAN A VENUE I 00 N. RAND WICK DRIVE OLIVE STREET
GLICKMAN AVENUE BOGUE STREET LIVE OAK A VENUE
7
SS103 0
Length
1250.00
365.00
1920.00
375 .00
575.00
960.00
47 5.00
2720.00
620.00
265 00
340.00
1280.00
500.00
1076.00
340.00
495.00
450.00
3905 .00
4410 .00
1025 .00
570 .00
1590.00
440.00
515.00
545.00
Section PCI Listing
Width Aren Functional Cl11ss
36 .00 45 .000 .00 R • Rl'Sidcn liHI II.ocfll
26.00 9.490 .00 R -R.:sidcn ti ni/J.ocal
36 .00 69.120.00 R -Rcsidentialll.ocal
26 .00 9. 750 .0 0 R-Rcsidcmiai/Lclca l
30.00 17.250.00 R-Res idcnt ini/Local
30.00 28.800 .00 R -R.:sidc nti ni/Local
30 .00 14,250.00 R-Rl'Sidcntin i/Local
36.00 97.920 .00 R · Reside ntial/Loc al
36.00 22 .320.00 R-Res iden tial/L ocal
36.00 9.540.00 R -Residential/Local
33.00 11.220.00 C -Collector
36.00 46.080.00 ('-Co ll cc tor
38.00 19.000 .00 C -Coll ect or
36.00 38.736.00 C-Colltctor
38 .00 12.920.00 C -Collector
36.00 17 .820.00 C • Colltctor
26.00 11.700.00 C -Collector
36.00 140.580 .00 C • Collector
36.00 158 .760.00 C -Collector
18.00 111.45 0.00 C-Coll ector
36.00 20.520.00 C • Collec to r
36.00 57.240.00 C ·Collector
40 .00 t 7,600 .00 C -Collector
38 .00 19,570.00 C -Collector
30.00 16.350.00 C -Collector
Printed: 07/20/2009
Current
Surface Type PCr
A· AC 65
A-AC 65
1\ ·AC 69
A -AC 75
A -1\C 87
A -AC 77
A -AC 76
A -AC 88
A -AC 86
A -AC 49
A -AC 66
A-AC 66
A ·AC 66
A -AC 83
A -AC 83
A-AC 83
A·AC 83
A·AC
A-AC
A·AC
A·AC
A ·AC
A -AC
A -AC
A-AC
113
83
89
10
55
54
54
54
MTC StreetSave r
Temple City Section PC I Li sting
P rinted : 07/20/2009
Current
Str eet iD Section lD Str eet Nam e From To Length Width Area Function al C lass Surface Type PCI . . .. . .
GOLDEN 03..05 GOLDEN WEST GARIBALDI AVENUE LEMON A VEN UE 1300.00 40.00 52.000 .00 C -Collector A-AC 93
AVENU E
GOLDEN 05-4.5 GOLDEN WEST LIVE OAK AVENUE GARIBALD I A VENUE 3950.00 36.00 142.200 .00 C ·Collector A·AC 69
AVENUE
GOLDEN 11/\2.4 GOLDEN WEST LOWER AZUSA ROAD 150 S. HALLWOOD DRIVE 5025.00 4000 201 ,000.00 C ·Collec tor A·AC 72
AVENUE
GOLDEN 1113..02 GOLDEN WEST 150 S. lfALLWOOD DR!VE 150 N. KEY WEST STREET 60 0.00 36.00 21 .600.00 C ·Coll ector A·AC 72
AVENUE
GOLDEN 11C2.4 GOLDEN WEST 150 N. KEY WEST STREET BLACK LEY STREET 1165 .00 38.00 44.270.00 C ·Collector A ·AC 72
AVENU E
GOLDEN 11D-02 GOLDEN WEST BLACKLEY STREET OLIVE STREET 625.00 42.00 26.250.00 C -Collector A-AC 72
AVENUE
GOLDEN 11E-02 GOLDEN WEST OLIVE STREET 145 S . DAINES DRIVE 600 .00 40.00 24.000 .00 C ·Collector A-AC 72
AVENUE
GOLDEN J 1F2.4 GOLDEN WEST 145 S. DAI NES DRIVE LIVE OAK A VEN UE 1345 .00 36.00 48 .420.00 C ·Collect or A -AC 72
AVENUE
GRACEW 13A-02 GRACEWOOD DAINES DRIVE 7 10 S. LIVE OAK AVE NUE 635.0 0 40 .00 25.4 00.00 R -Rc.~i dcntiaVLocal A -AC 88
AVENUE
GRACF.W 138..02 GRACEWOOD 710S. LIV E OAK AVENUE 485 S. LIVE OAK A VENUE 225.00 34 .00 7,650.00 R-RcsidcntittVLocal A-AC 43
AVENUE
GRACEW 13C..Q2 GRACEWOOD 485 S. LIVE OAK A VENUE LIVE OAK AVENUE 485.00 2!!.00 13,5!!0.00 R-Rcsidcntittlllocttl A-AC 43
AVENUE
GRANDA 17A-0 1 GRAND A VENUE EL MON TE AVENUE 260 E. DA LEV IF.W A VENUE 2305.00 32 .00 73 .760.00 C ·Collector A · AC 57
GRANDA 17B-OI GRAND AVENUE 260 E. DALEVIEW SANTA ANrr A A VENUE 665.00 30.00 19.9 50.00 C -Collector A -AC 57
AVENUE
GREENS 13A..Q2 GREEN STREI~T BALDWI N AVENUE 40 W. DEGAS AVENUE 1045.00 36.00 37.620.00 R-Re~idcntiai/Locnl A-AC &7
GREENS 138-02 GREEN STREET 40 W. DEGAS A VENUE 800 E. DEGAS AVENUE 840.00 15 .00 12 .600.00 R ·Residential/Local A·AC 87
HALD EM 01-06 HALDE MAN STREET BURTON A VENUE EAST END 3 10.00 26.00 8.060.00 R-Residcntinl /Loca l A-AC 75
HALIFA I SA..Ql HALIFAX ROAD LOWER AZUSA ROAD fREER STREET 2475.00 36.00 89.100.00 C ·Coll ector A-AC 80
HALIFA 158 ..01 HALIFAX ROAD fREER STREET OLIVE STREET 600.00 40.00 24 .000.00 C ·Collector A-AC 78
HALl FA 15C-O J HAL IFAX ROAD OLIVE STREET I .IVE OAK A VENUF. 1940.00 36.00 69.840.00 C-Coll ector A-AC 78
HALLOW ISA-01 HALLOW ELL LOWER AZUSA ROAD I 040 N. LOW ER AZ USA ROAD 1040.00 36.00 37.440 00 R • Ro:sidcn tia lllocal A -AC 21)
AVENUE
HALLOW 15B-01 HA LLOW ELL MJLOANN STREET FREER STREET 555.00 34 .00 18.870.00 R • Residential/Local A·AC 42
AVENUE
Criteria : 8 MTC S treetSaver
SS1030
Temple City
Street ID
HALLOW
HALLWO
HALLWO
HALLWO
HARKER
HARTAV
HECLAS
HELEOA
HELEOA
HERMOS
HILTON
HILTON
I·ULTON
HOWLAN
IVARAV
JAYLEE
KAUFFM
KAUFFM
KAUFI'M
KE NN ER
KEYWES
KEYWES
KEYWES
KEYWES
KEYWES
KEYWES
Criteria :
Section 10
ISC-0 1
I 1-02
13-02
15-02
07-06
01-06
09-0 3
09A-03
098-04
01-06
09A-03
0913-03
09C-04
11-02
01-06
03-0S
11-02
5A-4.5
53-05
09-03
09-03
I 1-02
15A-01
158-01
ISC-01
15D-OI
Street Name
HALLOWELL
AVENUE
HALL WOOD DRIVE
HALL WOOD DRIVE
HALLWOOD DRJVE
HARKER A VENUE
HART A VENUE
HECLA STREET
HELEO A VENUE
HE LEO A VENUE
HERMOSA DRIVE
From
DAINES DRIV E
GOLDEN WEST AVENUE
RYLAND A VEN UE
To
LIVE OAK A VENUE
AGNES AVENUE
BIRCHLAND PLACE
215 W. PAL MAL AVENUE 480 E. PAL MAL AVENUE
BROADWAY NORTH END
LAS TUN AS DRIVE LONGDEN AV ENUE
170 W. HILTON A VENUE HILTON A VENUE
LOW ER AZUSA DRIVE LA ROSA DRIVE
580 S. LIVE OAK AVENUE LIVE OAK AVENUE
BURTON AVENUE F.NCINITA A VENUE
HILTON AVENUE OLIVE STREET DAINES DRIVE
HI LTON A VENUE DAINES DRIVE 265 N . DAINES DRIVE
HILTON AVENUE BROADWAY 280 NO RTH BROADWAY
HOWLAND DRIVE GOLDEN WEST A VENUE BA LDWIN A VENUE
!VAR AVENUE HERMOSA DRIVE LONGDEN AVENUE
JA YLEE DRIVE LOMA AVENUE EAST END
KAUFFMAN AVENUE LOWER AZUSA ROAD BLACKLEY STREET
KAUFFMAN A VENUE LIVE OAK A VENUE GARIBALDI AVEN UE
KAUFFMAN AVENU E Gi\RIIlALDI AVENUE LO NGDEN AVENUE
KENNERLY STREET FRATUS DRIVE 890 1:!. CLOVERLY AVE"NUE
KE Y WEST STREET FRATUS STREET RIO I lONDO A VENUE
KEY WI:!ST STREET GOLDEN WEST AVENUE AGN ES AVF.NUE
KEY WEST STREET 417 W. HALIFA-'< ROAD liAUfoAX ROAD
KEY WEST STREET IIALJrAX ROAD DOREEN AVENUE
KEY WEST STREET DOREEN AVENUE 310 E. PA L MAL AVENUE
KEY WEST STREF.f 310 F.. PAL MAL AVENUE EL MONTE AVENUE
9
SS1 030
Length
1345 00
660.00
270.00
695 .00
690.00
3200.00
170 .00
1595 .00
580.00
4045.00
455 .00
265 .00
280.00
1475 .00
2635.00
525 .00
2730.00
3695 .00
270.00
2080.00
470.00
660.00
417.00
450.00
735 .00
240.00
Section PCI Listing
Width
40.00
30.00
30.00
Area Functionnl Class
53.800.00 R -Residential/Local
19 .800.00 R -Residential/Local
8.1 00 .00 R -Rcsidcutial/Locnl
26 .00 I 8.070 .00 R • Residential/Local
Printed: 07/20/2009
Current
Surface Type PCI
A ·AC 42
A·AC 68
A -AC 81
A ·AC
36.00 24 .840.00 R-Rcsidcntini /Loc nl A • AC
66
63
30.00 96 ,000.00 C -Collector A • AC
26 .00 4.420.00 R -Residential/Local A -AC
36.00 57.420.00 C -Collector A-AC
26 .00 15,080.00 C ·Collector
40 .00 161.800.00 C-Collector
36.00 16 .380.00 R-Residential/Local
26 .00 6.890.00 R • Residential/Lo cal
35 .00 9.800.00 R-RcsidcntialfLocal
36.00 53 .100.00 C-Coll~ctor
30.00 79.050.00 C -Collector
30.00 15 .750.00 R • Residential/Local
36.00 98.280.00 C -Collector
36.00 133 .020.00 C • Colkctor
38 00 10.260.00 C ·Collector
30 .00 62.400.00 R -Residential/Local
30.00 14 .100.00 R-Rcs identialll.ocal
30.00 19.800 .00 R-Resitlcnt iafll.ocal
36.00 15.012.00 R-Reside ntial/Local
~0.00 18.000.00 R-Res idential/Local
38.00 27 .930.00 R-Residential/Local
20.00 ~.800.00 R-RcsidcntialfLoca l
A·AC
A·AC
A-AC
A·AC
A-AC
A-AC
A-AC
A·AC
A ·AC
A-AC
A-1\C
A -AC
A-AC
A-AC
A-AC
A-AC
A ·AC
A ·AC
85
87
62
61
71
59
59
49
70
64
81
l!3
0
39
78
71
67
76
74
74
74
MTC StreetSaver
Temple City
Street ID
LAROSA
tAROS A
tAROS A
LAROSA
LAROSA
LAROSA
LAROSA
LAROSA
LAROSA
LAROSA
LAROSA
LANDSE
LA STUN
LA STUN
LAST UN
LAST UN
!AS TUN
LEMON
LEMON
LEMON
LESLIE
LIVEOA
LIVEOA
LIVEOA
LIVEOA
Criteria:
Section ID Street Name
07-03 LA ROSA DRIVE
09-03 LA ROSA DRIVE
II A-02 LA ROSA DRIVE
llB-02 LA ROSA DRIVE
II C..Ql LA ROSA DRIVE
II D-02 I..A ROSA DRIVE
IJA-02 LA ROSA DRIVE
138-0l LA ROSA DRIVE
IJC-02 LA ROSA DRIVE
15-01 LA ROSA DRIVE
17-0 I LA ROSA DR IVE
13-02 LANDSEER STREET
02A..Q6 LAS TUNAS DRIVE
0213-06
02E-04
2C-4 .6
20-04
OJA-0 5
038-05
03C-05
01-06
04A-04
413-02
4C-02
40-1.2
LAS TUNAS DRIVE
LAS TUNAS DRIVE
LAS TUNAS DRIV E
LAS TUNAS DRIVE
LEMON AVENUE
LEMON A VENUE
LEMON A VENUE
LESLIE DRIVE
LIVE OAK AVENUE
LIVE OAK A VENUE
LIVE OAK A VENUE
LIVE OAK AVENUE
From To
350 W. ENCINITA ENCINITA AVENUE
AVENUE
FRATUS DRIVE TEMPL E CITY ROULEYARD
TEMPLE CITY GOLDEN WEST AVENUE
BOULEVARD
GOLDEN WEST AVENUE 270 E. AGNES A VENUE
270 E. AGNES AVF.NUF. 570 E. AGNES AVENUE
570 E. AGNES AVENUE BALDWIN AVENUE
BALDWIN AVENUE RYLAND AVENUE
RYLAND AVENUE GLICKMAN AVENUE
GLICKMAN AVENUE ARDEN DRIVE
ARDEN DRIVE KEY WEST STREET
360 WEST PERS IMMON PERSIMMON AVENUE
AVENUE
170 W. DEGAS A VENUE GLICKMAN A VENUE
MUSCA TEL AVENUE ROSEMEAD BOUL EVARD
ROSEMEAD BOULEVARD SULTANA AVENUE
GOLDEN WEST AVF.NUF. 195 E. ROWLAND AVENUE
SULTANA AVENUE ENCIN ITA A VENUE
ENCINJT A A VENUE
ENCINIT A AVENUE
OAK AVENUE
TEMPLE CITY
BOULEVARD
AVON AVENUE
ENCJNIT A AVENUE
BALDWIN A VENUE
GOLDEN WEST AVENUE
OAK AVENUE
TEMI'LE CITY BOULEVARD
EAST CITY LIMI T
MUSCATEL A VENUE
BALDWIN A VENUE
760 E. BALDWIN A VENUE
760 E. BA LDWIN A VENUE GLICKMAN A VENUE
GLICKMAN AVENUE 230 W. EL MONTE AVEN UE
10
SS1030
Length
350.00
2640.00
1160.00
930.00
300.00
235.00
665.00
660.00
645.00
742.00
360.00
465 .00
240 .00
1583.00
1075 .00
2490.00
2200.00
3580.00
1320.00
1980.00
265.00
5045 .00
760 .00
560.00
256 0 .00
Section ~CI Listing
Width Area Functional Class
40.00 14.000.00 R -Residential/Local
36.00 95 .040.00 C-Collector
36.00 41.760.00 C -Collector
30.00 27.900.00 C ·Collector
32.00 9.600.00 C -Collector
30.00 7.050.00 C-Collector
40 .00 26.600.00 R -Rcsitlc ntialiLocal
38 .00 25.080.00 R -Rcs identiai/LocHI
40 .00 25.800.00 R • Rc:sidc:ntiai/L oca l
36 .00 26.712.00 R-Residential/Local
26.00 9.360.00 R -Rl.'Sidenti ai/Local
34 00 15.810.00 R-Residt:ntialll.ocal
120.00 28.800.00 A· Arterial
110.00 174.130 .00 A-Arteriul
70.00 75.250.00 A ·Arterial
70.00 174.300.00 A -Arterial
76.00 16 7.200.00 A-Arterial
36 .00 128.880.00 C-Collector
40 .00 52 .800.00 C-Collector
36 .00 71 .280.00 C -Collector
34.00 9.010.00 R ·Residential /Local
38.00 19 1.710.00 A· Arterial
4S .OO 34 .200.00 A· Arterial
36 .00 20. I 60.00 A-Arterial
30 .00 76.800.00 A -Arterial
Printed: 07/20/2009
Current
Surface Type PC I
A-AC 65
A-AC 66
A-AC 28
A -AC 28
A -AC 28
A ·AC 28
A· AC 70
A · AC 70
A-AC 71
A -AC D
A-AC m
A-AC 74
A -AC 90
A-AC
A·AC
A-AC
A-AC
A-AC
A·AC
A-AC
A-AC
A ·AC
A·AC
A·AC
A-AC
90
85
90
85
41
42
39
86
59
85
85
85
MTC StreetSaver
Temple City
Street ID
LIVIM
LOMAAV
LOMAAV
I.OMAAV
LONGDE
LONG DE
LONG DE
LONGDE
LONG DE
LONGDE
LONGDE
LONGDE
LORAST
LORAST
LOWER
LOWER
LOWER
LOWER
LYNROS
LYNROS
LYNROS
MCCLIN
MCCULL
MCCULL
MCCULL
Criteria :
Section 10
03-05
01-06
03-05
07-3 .6
018-05
05A-05
058·05
OSC-05
05D-05
05E-05
05F-05
IA-5.6
15-01
17-01
06A-03
06C-02
68·2.3
6D-1.2
13-02
15-01
17-01
17-01
17A-01
178·01
17C-01
Street Name
LIVIA AVENUE
From
LONGDEN AVENUE
LAS TUNAS DRIVE
WOOLLEY STREET
DUFFY STREET
355 W. LIVIA AVENUE
To
EMPEROR AVENUE
LONGDEN AVENUE
EMPEROR A VENUE
LAS TUNAS DRIVE
ROSEMEAD BOUL VERAD
LOMA A VENUE
LOMAAVENUE
I.OMA A VENUE
LONGDEN A VENUE
LONGDEN A VENUE ROSEMEAD BOULVERAD OAK A VENUE
LONGDEN AVENUE OAK AVENUE TEMPLE crrY BOULEVARD
LONGDEN AVENUE TEMPLE CITY EAST CITY LIMIT
BOULEVARD
LONGDEN A VENUE EAST CTY LIMIT KAUFFMAN A VENUE
LONGDEN AVENUE KAUFFMAN AVENUE GOLDEN WEST AVENUE
LONGDEN A VENUE GOLDEN WEST A VENUE 660 E. GOLDEN WEST
AVENUE
LONGDEN A VENUE
LORA STREET
LORA STREET
303 E. BE/EATON WH/1 153 355 W. LIVIA A VENUE
rAL MAL A VENUE
360 WEST PERSIMMON
AVENUE
LOWER AZUSA ROAD SPB 492 .7
LOWER AZUSA ROAD BALDWIN A VENUE
LOWER AZUSA ROAD BE/EATON WH/1 053
460 E PAL MAL AVENUE
PERSIMMON AVENUE
BE/EATON WH/1 053
113 E. BALDWIN AVENUE
BALDWIN A VENUE
LOWER AZUSA ROAD 113 E. BALDWIN A VENUE 240 W. EL MONTE AVENUE
L YNROSE STREET
L YNROSE STREET
L YNROSE STREET
McCLif\ITOCK
AVENUE
ROI!INHOOD AVENUE GLICKMAN AVENUE
550 W. PAL MAL AVENUE PA L MAL AVEN UE
415 W. McCULLOCH
AVENUE
FAIRVIEW AVENUE
McCULLOCH AVENUE
FREER STREET
McCULLOCH AVENUE FREER STREER DAINES DRIV E
McCULLOCH A VEN UE DAINES DRIVE 150 S. L YNROSE STREET
McCULLOCH AVENUE 150 S. L YNROSE STREET 220 S. LIVE OAK A VENUE
11
S S1 030
Length
1405.00
2985.00
1170.00
2665 .00
707 .00
495.00
1320.00
660.00
200.00
460.00
660 .00
2407 .00
460.00
360.00
583 .00
113 .00
4130.00
3233 .00
1005.00
550.00
415.00
2065.00
1195.00
700 .00
450.00
Section PCI Listing
Width
36 .00
30.00
30.00
36.00
40.00
Area Functional Class
50.580.00 C ·Coll ector
89.550.00 C • Collec tor
26.100.00 R • Rcs idcnlia11LO<:al
95 .940.00 R • Rcsidcntial/LO<:al
28.2110.00 C • C\lllt:ctor
40.00 19.800.00 C ·Collector
36.00 47.520.00 C ·Collector
30.00 19.800 .00 C ·Collector
36.00 7.200 .00 C ·Collector
30.00 13 .1100 .00 C ·Collector
40.00 26.400.00 C ·Collector
36.00 86.652.00 C ·Coll ector
36.00 16.560.00 R • Residential /Local
26.00 9,360.00 R ·Residenti al/Local
52 .00 30.316.00 A· Arterial
62 .00 7,006.00 A. Arterial
64 .00 264 .320.00 A. Arterial
64 .00 206.912 .00 A · Ancrin1
30 .00 30.150.00 R • Rcsidcntiai/LO<:al
26.00 14.300.00 R • Rcsidcntia11LO<:nl
28 .00 11 .620 .00 R ·Residential/Local
30 .00 61 .95 0.00 R • Rcsidentia1/Loca1
36.00 43.020.00 C ·Collector
18.00 12 .600.00 C • Collector
38 .00 17.100 .00 C ·Collector
Printed : 07/2012009
Current
Surface Type PCI
A·AC n
A -AC 86
A· AC 79
A -AC 82
A· AC 54
A·AC
A·AC
1\ ·AC
A·AC
A-AC
A-AC
A·AC
A-AC
A·AC
A ·AC
A·AC
A -AC
A ·AC
A·AC
A·AC
A-AC
A-A C
A-AC
A-AC
A-AC
85
86
86
78
7R
78
54
67
67
85
85
85
85
82
66
66
84
68
68
68
MTC StreetSaver
Temple City
Street lD
MCCULL
MILLER
MILOAN
MILOAN
MILOAN
MUSCAT
MYDAAV
NADINE
NADINE
NADINE
NADINE
NOEL DR
NOELDR
OAKAV
OAKAV
OAKAV
OLEMAS
OLEMAS
OLEMAS
OLIVES
OLIVES
OLIVES
OLIVES
OLIVES
OLIVES
Criteria:
Section ID
170-01
09-03
11-02
15-01
11-01
01-06
0 1-06
09-02
IIA-02
118..02
13-02
7A-3 .6
713-3.6
03-05
5A..04
513-05
03A-05
038-05
OJC-05
07A..03
078..03
07C..03
09-03
L L-02
13 -02
Street Name From
McCULLOCH A VENUE 220 SOUTH LIVE OAK
AVENUE
MILLER DRIVE 180 S. LOWER AZUSA
ROAD
Mll..OANN STREET GOLDEN WEST A VENUE
Mll..OANN STREET HALLOWELL AVENUE
MILOANN STREET 360 WEST PERSIMMON
AVENUE
MUSCA TEL AVENUE SOUTH CITY LIMIT
ELM AVEN UE
WEST END
To
LIVE OAK AVENUE
LOWER AZUSA ROAD
BALDWIN A VENUE
HAUl' AX ROAD
PERSIMMON AVENUE
LONGDEN AVENUE
HERMOSA DRIVE
TEMPLE CITY BOULEVARD
MYDAAVENUE
NADINE STREET
NADINE STREET
NADINE STRE ET
415 W. BARELA AVENUE 270 E. 13ARELA AVENUE
NADINE STREET
NOEL DRIVE
NOEL DRIVE
OAK AVENUE
OAK AVENUE
OAK AVENUE
OLEMA STREET
OLEMA STREET
OLEMA STREET
OLIVE STREI:i"
OLIVE STREET
OLIVE STREET
OLIVE STREET
OLIVE STREET
OLIVE STREET
465 W. CAMBUR Y
AVENUE
DAINES DRIVE
450 S. OLIVE STREET
SOON . BROADWA Y
LONGDEN AVENUE
J.IVEOAK AVENUE
GARIBALDI A VENUE
420 E. CAMBUR Y A VENUE
ARDEN DRIVE
500 N. BROADWAY
NO RTH END
CAM INO REAL
GARIBALDI AVENUE
LONGDEN A VENUE
LIVIA A VENUE ENCINITA A VENUE
OAK A VENUE 330 EAST OAK A VENUE
330 EAST OAK A VENUE TRF.LA WNF.Y A VENUE
ROSEMEAD BOULEVARD ENCINITA AVENUE
SULTANA AVENUE
LOMAAVENUE
ENCINITA AVENUE
TEMPLE CITY
BOULEVARD
BALDWIN AVENUE
LOMA AVENUE
ENCINITA AVENUE
TEMPLE CITY BOULEVARD
BALDWIN A VENUE
ARDEN A VENUE
12
SS103C
Length
220.00
180.00
1480 .00
350 .00
360.00
3825 00
490.00
620.00
1570.00
885 .00
1345.00
9.50 .00
1415 .00
2600 .00
2670 .00
2600.00
155.00
330.00
1080.00
1780.00
745 .00
380.00
2700.00
2640 .00
1990.00
Section f'CI Listing
Width
20 .00
40 .00
40.00
36.00
Area Functional Class
4.400.00 R • Rcsid~ntial/Local
7.200.00 R -RcsidcntiaVLocal
59.200.00 C -Colkctor
12.600.00 R-Residential/Local
26 .00 9.360.00 R-Residential/Local
40.00 I 53 .000 .00 C-Collector
30.00 I 4. 700 .00 R -Rcs•dcntiai/Local
30.00 18 .600.00 R-Rcs itlcntinl/Loc al
26.00 40.820.00 R -Residential/Local
30.00 26.550 .00 R -RcsidcntiaVLocal
30.00 40 .350.00 R -R~-sidcntiaULocal
36.00 34.200.00 R -Rc sidcntiaillocnl
40.00 56.600.00 R -Residential/Local
40.00 104 .000.00 C-Collector
36.00 96.120.00 C-Co llector
40.00 104.000 .00 C -Co llector
36.00 2 7.180.00 R -Rcsidcntinl/Local
20.00 6.600.00 R • Residential/Local
30.00 32.400.00 R-Rcsidcnt ialiLocal
36.00 64 .080.00 C-Collect or
40 .00 29.800.00 C -Collector
36.00 13.680.00 C-Collector
40 .00 I 08,000.00 C -Collector
40 .00 105 .600.00 C -Collector
40 .00 79 .600.00 C -Collector
Printed : 07/20/2009
Current
Surface Type PCI
A· AC 70
A-AC 78
A-AC 78
A · AC 62
A-AC
A -AC
A·AC
A-AC
A -AC
A-AC
A -AC
A-AC
A-AC
A·AC
A -AC
A-AC
A-AC
A-AC
A-AC
A -AC
A-AC
A-AC
A-AC
A -AC
A -AC
71
64
91
77
84
82
12
74
86
82
71
J7
62
80
80
89
89
89
89
90
90
MTC StreetSaver
Temple City
Street ID
OLIVES
PAL_MA
PAL_MA
PAL _MA
PARMER
PENTLA
PENTLA
I'ERSIM
PERSIM
PERSIM
I'RIMRO
PRIMRO
PRIMRO
RANCHO
RANDWI
RANDWI
RENOAV
RIOHON
RIOHON
ROBINH
ROBINH
ROBINH
ROCCUS
ROSEGL
ROSEGL
Criteria:
Section ID
I 5· 1.2
ISA-01
ISC-01
158-01
17-01
07-03
09-03
17A-01
178-01
17C..QI
03-05
SA-4.5
SB-05
07-03
13A-02
13B·02
01..()6
05-04
09-03
13A-02
1313-02
13C·02
01-06
09-03
15-01
Street Name
OLIVE STREET
PAL MALL· I..
AZUSA TO FREER
PAL MALL-L.
AZUSA TO FREER
PAL MALL-FREER
TO LIVE OAK
PARMERTON
AVENUE
From
100 W. ARDEN DRIVE
LOWER AZUSA ROAD
DAINES DRIVE
200 N. FRECR STREET
BLACKLEY STREET
To
EL MONTE A VENUE
200 N. 1-'REER STREET
LIVE OAK AVENUE
DAINES DRIVE
DANESWOOD DRIVE
PENTLAND STREET ROSEMEAD BOULEVARD SULTANA A VENUE
PENTLAND STREET ENCINITA A VENUE
PERSIMMON AVENUE 200 N. LOWER AZUSA
ROAD
PERSIMMON AVENUE GRAND AVENUE
PERSIMMON AVENUE DAINES DRIVE
PRIMROSE AVENUE LONGDEN AVENUE
PRIMROSE AVENUE LIVE OAK AVENUE
PRIMROSE A VENUE FLAHERTY STREET
890 E. CLOVERLY AVENUE
GRAND AVENUE
DAINES DRIVE
AS/LIVE OAK A VENUE
NORTH END
FLAHERTY STREET
LONGDEN A VENUE
RANCHO REAL ROAD ROSEMEAD BOULEVARD l.OMA A VENUE
RANDWICK DRIVE
RANDWICK DRIVE
RENO AVENUE
545 W. DEGAS AVENUE DEGAS AVENUE
GLICKMAN A VENUE 560 E. GLICKMAN A VENUE
ELM A VENUE LONGDEN A VENUE
RIO HONDO AVENUE LIVE OAK AVENUE
RIO HONDO A VENUE LOWER AZUSA ROAD
ROBINHOOD AVENUE RYLAND AVENUE
ROBIN HOOD AVENUE OLIVE STREET
ROB!NHOOD AVENUE DAINES DRIVE
BURTON AVENUE
ENCINIT A A VENUE
WORKMAN AVENUE
LA ROSA DRIVE
1135 N. RYLAND AVENUE
390 N. OLIVE STREET
L YNROS E STREET
EAST END
405 EAST ENC1NITA AVtNUE
ROCCUS LANE
ROSEGLEN STREET
ROSEGLEN STREET 2 I 5 W. PAL MAL AVENUE 480 E. PAL MAL AVENUE
13
SS1030
Length
2280.00
2695 .00
1345.00
1040.00
935 .00
460.00
2825 .00
1040.00
2445.00
1170.00
300.00
3125.00
900.00
1305 .00
545.00
560.00
3145.00
700 .00
1595.00
1135 .00
390.00
1075 .00
280.00
405.00
695 .00
Section f'CI Listing
Width Area Functional Class
40 .00 91.200.00 C-Collector
36.00 97,02 0.00 C ·Collector
36.00 48 ,420.00 C-Collector
40.00 41 .600.00 c-Collector
30.00 28.050 .00 R-Residcntiol/Local
15.00 6.900 .00 R ·Residential/Local
36.00 101.700.00 R • Rcsidentinl/Local
30.00 31.200.00 C-Collector
36.00 88.020.00 C-Coll ector
30.00 35.100.00 C-Collector
30.00 9.000.00 R -Residential/Local
36.00 112.500.00 C -Col lector
30.00 27,000.00 C -Collector
40.00 52.200.00 R -Resi dential/Local
36.00 19.620.00 R-Residen tial/Local
32.00 17.920.00 R-Rcsi dcnliai/Local
30.00 94.350.00 C -Collector
36.00 25 .200 .00 R-Rcsidcntialll.ocal
36.00 57,420.00 C • Co llector
30.00 34,050.00 R • Rc si dcnt!nl/Local
26.00 I 0.140.00 R-Rcsidcntini/Local
30.00 32.250.00 R -Residential /Local
30.00 8.400.00 R-Rc~idcntial/Local
26.00 I 0.530 00 R -Residential /Local
26 .00 18.070 .00 R • Rcsi dcntiai/Lucnl
Printed : 07/20/2009
Current
Surface Type PCI
A-AC 90
A-AC ~
A·AC 47
A· AC 47
A-AC 87
A·AC
A-AC
A·AC
A-AC
A-AC
A-AC
A -AC
A-AC
A-AC
A-AC
A·AC
11.-AC
A ·AC
A-AC
A-AC
A-AC
A-AC
A-AC
A-AC
A-AC
65
67
69
69
69
75
56
70
60
69
75
93
44
68
78
78
78
65
89
66
MTC StreetSaver
Temple City
Street ID
ROSEVA
ROW LAN
ROW LAN
RYLAND
RYLAND
RYLAND
STJAME
SALTER
SANTAA
SERENO
SPARK!.
SPARKL
SPARKL
SPARKL
SUL"rAN
SULTAN
SULTAN
SULTAN
SULTAN
SULTAN
TE MPL E
TEMPLE
TEMPLE
TEMPLE
Criteria :
Sedion ID Street Na me From To
IJ-02 ROSEV ALE DRIVE LA ROSA DRIVE 230 N. LA ROSA DRIVE
05-04
OS-05
13A-02
1313-02
13C-02
05 -0S
03-05
14-01
07-03
09A-03
09B-03
11-02
l!i-01
OJ-06
03-05
7A-03
78-03
7C-3 ,6
70-06
8A-4.5
8B-04
8C-02
8D-02
ROWLAND AVENUE LIVE OAK AVENUE
ROWLAND AVENUE FLAHERTY STREET
RYLAND A VENUE LOWER AZUSA ROAD
RYLAND AVENUE 290 S. LA ROSA DRIVE
RYLAND AVENUE DAI NES DRIVE
SA INT JAMES DRIVE GARIBALDI AVENUE
SALTER AVENUE LONGDEN AVENUE
SANTA ANITA
AV ENUE
GRAND A VENUE
275 N. GA RIB ALDI A VENUE
WENDON AVF.NUF.
290 S. LA ROSA DR IVE
LA ROSA DRIVE
BOGUE STREET
NORTll END
ES TR ELLA AVENUE
LIVE OAK AVEN UE
SERENO DRIV E ROSEMEAD BOULEVARD ENCINITA AVENUE
SPARKLETT STREET fRATUS DRIVE
SPARKLETT STREET ARDSLEY DR IVE
SPARKLETT STREET TEM PL E CITY
UOULEVARD
ALESSANDRO AVENUE
TEMPLE CIT Y BOULEVARD
KA UFFMAN AVENUE
SPARKLElT STREET 21 5 W. PAL MAL AVENUE 480 E. PAL MAL AVENUE
LAS TUNAS DRIVE
LONGDEN A VENUE
ACASODR IVE
I 070 S. 13ROADWA Y
BROADWAY
LONGD EN A VENUE
EMPEROR A VENUE
SERENO DR IFE
BROADWAY
300 S. LAS TUNAS DRIVE
SULTANA A VENUE
SULTANA A VENUE
SULTANA AVENUE
SUL lANA AVENUE
SULTANA AVENUE
SULTANA AVENUE
TEMPLE CITY
BOULEVARD
300 S. LAS TUNAS DRIVE LAS TUNAS DRIVE
TEMPLECrrY
BOULEVARD
TEMPLE CITY
BOULEVARD
TEMPLE CITY
130ULEVARD
CAMINO REAL
l.IVE OAK A VENUE
BR OADWAY
560 S. LOWER AZUSA
ROAD
I.IVE OAK AVENUE
BROADWAY
560 S. LOW ER AZUSA ROAD
BN/EATON Wl-1/1051
14
SS1030
Length
130.00
2920.00
360.00
1300.00
290.00
800.00
255.00
490.00
3905.00
3165.00
700.00
290.00
790.00
695.00
3490.00
1290.00
1400.00
1070.00
300.00
300.00
6620.00
955.00
4620.00
940.00
Section t-'CI Listing
Printed: 07/20/2009
Current
Width
36.00
Area Functional C las s
8.280.00 R-Rcsidcntlai/Local
Surface T ype PCI
A -AC 85
36.00 I 05.120.00 C -Collec tor A-AC
30.00 10.800.00 R-Rt!sidcntial/Loca l A-AC
36.00 46.800.00 R -Rcs idcntiaVLocal A -AC
41.00 11.890.00 R ·Res ident ia l/Local A-AC
30.00 24.000.00 R -Residentia l/Loca l A -AC
36.00 9.180.00 R -Residentia l/Loca l A-AC
26.00 12. 7~0 .00 R-Residen tial/Local A -AC
80 .00 312,400.00 A-Arteria l A-AC
40 .00 126,600.00 C • Colkctor A·AC
30.00 21.000.00 R -Residen tial/Local A -AC
30 00 8. 700.00 R -Residcntial/l.ocal A -AC
30.00 23.700.00 R -Residen tial/Local A -AC
26.00 18.070 .00 R -Rcsidentiai/Locnl
30.00 104.700.00 C -Collector
30.00 38,700 .00 C-Co llect or
32.00 44 .800 .00 C-Co lkoctor
30.00 32, I 00.00 C -Collector
36.00 I 0.800.00 C-Collector
33 .00 9.900.00 C-Coll ector
64 .00 423.680.00 A -Arterial
60 .00 57.300.00 A -Anerial
56 .00 258 .720.00 A-Arterial
48.00 45 ,120.00 A-Arterial
A -AC
A-AC
A -AC
A-AC
A -AC
A-AC
A-AC
A-AC
A-AC
A·AC
A · AC
75
81
68
65
68
62
93
85
70
67
6:'i
86
66
76
42
68
68
59
78
88
79
80
80
MTC StreetSaver
Temple City
Street lD Section 10
TEMPLE 8E-02
TEMPLE 81'-02
TREERO 01-06
TRELAW 03-0S
VALSTR 03-05
WEDGEW 09A-04
WEDGEW 09 8-04
WEDGEW 09C-04
WEDGEW 11-04
WELLAN 17-01
WEN DON OSA-05
WEN DON OSB-05
WENDON OSC-05
WEN DON 01-06
WILD l'L 17-01
WILLMO 11-2.4
WOODRU 05-04
WOOLLE 03 -05
WORKMA 05-04
WORTHJ 01-0 6
ZADELL 13-02
Criteria :
Street Name From To
TEMPLE CITY BN/EATON WW1051 BS/EATON WWIOSI
BOULEVARD
TEMPLE CITY BSIEATON WHfl051 SI'B 493.3
BOULEVARD
TREE ROSE TERRACE SOUTH END HERMOSA DRIVE
TRELAWNEY SOUTH END LEMON AVENUE
AVENUE
VAL STREET TEMPLE CITY EAST CITY LIMIT
BO ULEVARD
WEDGEWOOD ENCIN1T A A VENUE ALESSANDRO A VENUE
STREET
WEDGE WOOD CLOVERLY AVENUE 5 70 EAST CLOVER I. Y
STREeT AV EN UE
WEDGEWOOD 570 EAST CLOVERI . Y 700 EAST CLOVF.RI.Y
STREET AVENUE AVENUE
WEDGEWOOD 81 0 WEST GOLDEN WEST GOI.DF.N WEST AVENUE
STREET AVENUE
WELLAND A VENUE I'REER STREET
WENDON AVENUE CLOVERLY AVENUE
WENDON AVENUE GOLDEN WEST AVENUE
WENDON A VENUE 3 10 W. ROWLAND
AVENUE
WENDON STREET WEST END
WILDFLOWER ROAD WELLAND A VENUE
WILLMONTE AVENUE LOWER AZUSA ROAD
WOODRUFF AVENUE ENC1NIT A A VENUE
WOOLLEY STREET StJL T ANA AVENUE
WORKMAN A VENUE ENCINITA AVENUE
WORTHINGTON BURTON AVENUE
DRIVE
ZADELL A VENUE 545 S. OLIVE STREET
300 S. LIVE OAK AVENUE
PRIMROSE A VENUE
310 W. ROW LAND AVENUE
ROWLAND AVENUE
AVON AVENUE
435 E. WELLAND AVENUE
DUFf-Y STREET
220 E. ROWLAND AVENUE
ENC1N IT A A VENUE
220 E. ROWLAND A VENUE
EAST END
OLIVE STRElT
15
SS1030
Section t-'CI Listing
Printed: 07/20/2009
Current
Length Width Area Functional Class Surface Type PCI
58.00 52 .00 3.016.00 A-Arterial A-AC 79
275.00 48 .00 13 .200 .00 A-Art~rial A -AC 80
200.00 34.00 6.800.00 R -Residential/Local A-AC 49
930.00 36.00 33.480.00 R -Residential/Local A -AC 48
2200 .00 30.00 66 .000 .00 C -Collector A -AC 91
735 00 36.00 26.460 .00 R-Rcsidcnllai/Lu ca l A·AC R4
570.00 36.00 20 ,520.00 R • Rcs idcntia lll .oc al A-AC 84
13 0.00 30.00 3.900.00 R -Rcsid~ntilllll.ocHI A-AC 84
810 .00 36.00 29 .160.00 R • Rcsilkntiai/Local A-AC 73
2245.00 38.00 85.3 10.00 C-Collector A·AC 73
580.00 30.00 17.400.00 R -Resid~ntialll.ocal A·AC 82
660.00 40 .00 26,400.0 0 R -Rcsidcn tialll .ocal A -AC 79
310.00 30.00 9.300.00 R -Residcntial/l.ocal A ·AC 70
490.00 26 .00 12.7 40.00 R -Residcntialll .ocal A-1\C 75
435.00 30.00 13.050.00 R -Residential/Local A -AC 66
1930.00 30 .00 57.900.00 R-Res idential/Local A -AC 68
4515 .00 .16.00 162.540.00 C -Coll ector A-AC 73
1220.00 36.00 43.920 .00 R-Residenti al/Local A-AC 52
4715 .00 36.00 169.740.00 C -Collec tor A-AC 53
250.00 26.00 6.500.00 R -Rc.~ido:ntialllocal A-AC 65
545 .00 36.00 19.620.00 R-Rc.~idcntinl!Local A-AC 67
MTC StreetSaver
APPENDIX
B
Temple City
Functional Class Surface Condition Category
Arterial AC
Criteria :
1-Very Good
II -Good , Non-Load Related
Ill -Good . Load Related
IV-Poor
V -Very Poor
Treatment Type
Crack Treatment
Surface Treatment
Restoration Treatment
Treatment
SEAL CRACKS
SLURRY SEAL
MILL AND TH ICK OVERLAY
THICKAC OVERLAY (2.5 1NCHES)
THIN AC OVERLAY(1.5 INCHES)
THICKAC OVERLAY(2 .51NCHES)
RECONSTRUCT STRUCTURE (AC)
Decision Tree
Printed : 07/20/2009
Cost/SqYd except Sea i Yrs Between Yrs Between #of Surface
Cracks In LF: Crack Seals Surface seals Seals before Overl ay
$0.60 7
$1.25 7
$15 .00 3
$15 .00
$9 .90
$15 .00
$50 .00
MTC StreetSaver
Temple City
Functional Class Surface
Collector AC
Criteria:
Condition Category
1-Very Good
II-Good , Non-Load Related
Ill -Good , Load Related
IV -Poor
V -Very Poor
Treatment Type
Crack Treatment
Surface Treatment
Restoration Treatment
Treatment
SEAL CRACKS
SLURRY SEAL
MILL AND THIN OVERLAY
SING LE CHIP SEAL
THIN AC OVERLAY (1.5 1NCHES)
THICK AC OVERLAY(2 .5 INCHES)
RECONSTRUCT STRUCTURE (AC)
2
Cost/Sq Yd ,
except Seal
Cracks In LF:
$0.60
$1 .25
$9.90
$2 .25
$9.90
S15 .00
$37.00
Decision Tree
Pri nted : 07 /20/2009
Yrs Between Yrs Between # of Surface
Crack Seals Surface seals Seals before Overlay
7
7
3
MTC StreetSa ver
Temple City
Functional Class Surface
Residential/Local AC
Criteria:
Conditi on Category
1-Very Good
II -Good, Non-Load Related
Ill-Good, Load Related
IV -Poor
V-Very Poor
Treatment Type
Crack Treatment
Surface Treatment
Restoration Treatment
Treatment
SEAL CRACKS
SLURRY SEAL
MILL AND THIN OVERLAY
SINGLE CHIP SEAL
THIN AC OVERLAY(1.5 1NCHES)
TH ICK AC OVER LA Y(2 .5 INCHES )
RECONSTRUCT STRUCTURE (AC)
3
CostJSq Yd,
except Seal
Cracks In LF:
$0.60
$1 .25
$9.90
$2.25
$9.90
$15.00
$32.00
Decision Tree
Printed : 07120/2 009
Yrs Between Yrs Between # of Surface
Crack Seals Surface Seals Seals before
Overlay
7
7
3
MTC StreetSave r
Temple City
Functional Class Surface
Other AC
Criteria :
Condition Category
1-Very Good
II -Good , Non-Load Related
Ill -Good, Load Related
IV-Poor
V -Very Poor
Treatment Type
Crack Treatment
Surface Treatment
Restoration Treatment
Treatment
SEAL CRACKS
SLURRY SEAL
MILL AND THIN OVERLAY
SINGLE CHIP SEAL
THIN AC OVERLAY(1 .5 INCHES)
THICK AC OVERLA Y(2 .5 INCHES)
RECONSTRUCT STRUCTURE (AC )
4
Cost/SqYd,
except Seal
Cracks In LF:
$0.60
$1.25
$9 .90
$2 .25
$9 .90
515.00
$32.00
Decision Tree
Printed : 07 /2 0/2009
Yrs Between Yrs Between # of Surface
Crack Seals Surface Seals Seals before Overl ay
7
7
3
MTC S treetSaver
APPENDIX
c
Temple City Needs -Treatment I Cost Detail s
In fla tion Rate = 3.00 % Pri nted: 07/20/2009
St ID SeclD Street Nam e Beg Loc End Loc PCl S urrace Functional C lass Year Treatment Cost
A_E/CA 05-04 ALLEY EAST OF WORKMAN ALLEY SOUTH 100 AC Oth~r 2009 SLURRY SF.1\I. $1.293
CAMELLIA AVENUE AVENUE OF 1./\S TUNAS
DR IVE
A_E/RO 07-03 ALLEY EAST OF OLIVE STREET ALLEY SOUTH 100 AC Other 2009 SLURRY SEAL $1.500
ROSEMEAD BLVD. OF 13ROADWA Y
A_EffF. 05-04 ALLEY EAST OF ALLEY NORTH WOODRUFF 89 AC O ther 2009 SLURR Y SEAL $1.293
TEMI'LE CITY BLVD OF LAS TUNAS AVENU E
DRIVE
A_N/LA 01-04 ALLEY NORTH OF LAS SULTANA ENCINITA 65 AC Other 2009 SINGLE CH I P SEAl. $5.65 2
TUNAS DRIVE AVENUE AVENUE
A_N/LA 07-06 ALLEY NORTH OF LAS ENCINITA ALESSANDRO 65 AC Other 2009 THIN AC OVERLAY $1!.569
TUNAS DRIVE AVEN UE AVENUE ( l .!i INCHES)
A_N/LO 11-02 ALL. NORTH OF TEMPLF. CITY ALLEY EAST 79 AC Other 2009 SLURRY SEAL $583
LOWER AZUSA ROAD BOULEVARD TEMPLE CITY
BLVD.
A_N/LO 15-01 ALL. NORTH OF 305 WEST OF PAL 265 EAST OF PAL 52 AC Other 2009 Tli ICK AC OVERLAY $1 9.000
LOWER AZUSA ROAD MAL AVENUE MAL AVENU E (2.5 INCHES)
A_S/BR 07-03 ALLEY SOUTH OF ROSEMEAD LOMAAVEN UE 100 AC Other 2009 SLURRY SEAL $3 .667
BROADWAY BOULEVARD
A_SIFR 17-01 ALLEY SOUTii OF 350WEST PERSIMMON 67 AC Other 2009 THIN AC OVERLAY $7.700
FREER STREET PERSIMMON AVENUE ( 1.5 INCHES)
AVENUE
A_S/LA OSA-04 ALLEY SOUTH OF LAS CLOVERLY ALLEY EAST OF 100 AC Othcr 2009 SLURRY SEAL 53.056
TUNAS DRIVE AVENUE TEMPLE C ITY
BLVD
A_S/LA OSfl-04 ALLEY SOUTH OF LAS ALLEY EAST OF KAUFFMAN 100 AC Other 2009 SLURRY SEAL $1.742
TUNAS DRIVE TEMPLE CITY AVENUE
13LVD
A_S/LA OSC-04 ALLEY SOUTH OF LAS KAUFFMAN ALLEY EAST OF 100 AC Other 2009 SLURRY SEA L $61 1
TUNAS DRIVE AVENUE KAUFFMAN
AVENUE
A_S/Ll 11-04 ALLEY SOUTH OF LIVE 570 WEST OF UALDWIN 100 AC Otho:r 2009 SLURRY SEAL $1.583
OAK AVENUE BALDWIN AVENUE
AVENUE
A_W/BA 11-04 ALLEY WEST OF DUFFY STREET ALLEY SOUTH 100 AC Other 20 09 SLURRY SEAL $458
BALDWIN A VENUE OF LIVE OAK
AVEN UE
A_WIEL 15-01 ALLEY WEST OF EL OLIVE STREET DAINES DRIVE 82 AC Other 2009 SLURRY SEAL $1.322
MONTE
A_W/I'E 17-01 ALLEY WEST OF ANffiANBURY 330N. 87 AC Oth(r 2009 SLURRY SEAL $500
PERSIMMON AVENUE STREET AN/DANflURY
STREET
·---·-·--------------··
Criteria: 1 MTC StreetSaver
SS 1011
Te mple City Needs - T reatment I Cost "Det a il s
Inflation Rate= 3 .00 % P ri nted : 07/2 0/2009
StiD S ec JD Street Name Beg Loc E nd Loc P C I Surface F unction a l C lass Year T r eatment Cost
ACASOD 09-03 ACASOORIVE 325 WEST SERENO DRIVE 76 AC Res ident ial/Loca l 20 09 SINGLE CHI P SEAl. S2.92S
SERENO DRIVE
AE/CAM 05-04 ALLEY EAST OF ALLEY NORTH WOODRUFF 72 AC Other 2009 SINGLE CHIP SEA L $2 .327
CAMELLIA AVENU E Or LAS TUNAS AVENUE
DRIVE
AF./CLO 05-04 ALLEY EAST OF WORKMAN AS /I.AS TUNA S 56 AC Other 2009 TH ICK AC OVERLAY $15 .517
CLOVERLY AVENUE AVENUE DR IVE (2.5 INCHES )
AEIKAU 05-04 AL LEY EAST OF WORKMAN ALLEY SO UTH 55 AC Other 2009 TI !I CK AC OVERLAY $15 .517
KAUFFMAN A VENU E AVENUE OF LAS TUNAS (2.5 INCHES)
DR IV E
AEITC 05-04 AL LEY EAST OF WORKMAN AS/LAS TUNAS 56 AC Other 2009 THI CK AC OV ERLAY $1 5.517
TEMPLE CITY BlVD AVENUE DRIVE (2.5 INCHES)
AGNES A 05-04 AGNES A VEN UE LIVE OAK GARIBALDI 69 AC Co ll ec tor 2009 TlllN AC OVERLAY $1 04 .742
AVENU E AV ENUE ( 1.5 INCIIES)
AGNESA 11 A·04 AGNES A VEN UE LOW ER AZUSA 295 N. LOWER 75 AC Collector 2009 SINGLE CHI P SEA L $2 .655
ROAD AZUSAROAO
AGNESA I IB-02 AGNES A VENUE 295 N. LOWER LA RO SA DRI VE 74 AC Collector 2009 SING LE CHI P SF.AI. $12.45 0
AZUSA ROAD
AGNES A IIC-04 AGNES A VENUE LA ROSA ORJVE OLIV E STREET 74 AC Collcclllr 2009 SINGLE CHIP SEAL $13.41 0
ALESSA 9A-03 ALESSANDRO A VENUE LOWER AZUSA LA ROSA DRIVE 75 AC Colkctor 2009 SINGLE CHIP SEAL $14.35 5
ROAD
ALESSA 9B-03 ALESSANDRO A VEN UE LA ROSA DRIVE BLACKLEY 75 AC Collector 2009 SINGLE CH IP SEAL $8,055
STREET
ALESSA 9C-03 ALES SANDRO AVENUE BLACKLEY OLIVE STREET 75 AC Collcclllr 2009 SING LE CHIP SEAL $3 .100
STREET
ALESSA 90-04 ALESSANDRO A VENUE BROAOWA Y LIVE OAK 75 AC Colle ctor 20 09 SINGLE CHIP SF.AL $7.40 1
AV ENU E
ALL EYE 05-04 ALLEY EAST Or ALL EY NORTH WOODR UFF 72 AC Other 2009 SING LE CHI P SEAL $2327
CLOVF.Rl.Y AV F.NUE Of !.AS TUNAS AV ENUE
DRIVE
ALI.EYN 01-06 ALLEY NORTH OF 330 W. SULTANA ENC INITA 44 AC Oth~r 2009 TIIICK AC OVER l AY $48.333
HERMOSA DRIVE AVENUE AVENUE (2.5 INCHES)
ALLEYN 05-04 ALLEY NORTH OF LAS CLOVERLY KAUF fMA N 72 AC Other 2009 SINGI.E CH IP SEA L $8.75 0
TUNAS DR IVE AVENUE AVENUE
ALLEYN 17-0 1 ALLEY NORTH OF AW/PERSI MMON PERSIMM ON 87 AC Oth~r 2009 SLURRY SEAL $597
DANBURY AVENUE AV ENU E
ALLEYW 05-04 ALLEY WEST OF ALLEY NORTH WOODR UFf 72 AC Other 2009 SINGLE CHI P SEAL $2.327
TEMPLE CITY 13L YO or LAS TUNAS AVENUE
DRIVE
ARDEND 15A-OI ARDEN DRIVE LOWER AZUSA 6305. FRE ER 60 AC Collect or 20 09 THIC K AC OVE RLAY $175.000
ROAD STREET (2.5 INCHES )
-
Criteria : 2 MTC StreetSave r
SS10 11
Temple City Needs-T reatment I Cost Det a ils
Inflation Rate = 3.00 % Printed: 07/20/2009
StiD Sec ID Str eet Name Beg Loc End Loc PCI Sur face Functional Class Year Treatment Cost
ARDEND 1513·01 ARDEN DRIVE 630S. FREER OLIVE STR EET 60 AC Collector 2009 THICK AC OVERLAY 581.667
STREET (2.5 INCHES)
ARDEND 15C-OI ARDEN DRIVE OLIVE STREET NADINE STREET 60 AC Collector 2009 THICK AC OVERLAY $14.000
(2 .5 INCHES)
ARDEND 15D-OI ARDEN DRIVE NADINE STREET DAINES DRIVE 60 AC Collec tor 2009 THICK AC OVERLAY $1 7.700
(2.5 INC HES )
ARDEN E 11-02 ARDENEL AVENUE LA ROSA DRIVE 375 N. MILOANN 98 AC Res idential /Local 2009 SLURRY SEA L $2.479
STREET
ARDSLE 09-03 ARDSLEY DRIVE AN/LOWER 2~5N. 56 AC Residentia l/Loca l 2009 TH ICK AC OVERLAY $58 .500
AZUSA ROAD SPARK LETT {2.5 INC HES)
STR EET
ARROWO 15-01 ARROWOOD STREET PAL MAL 460 C. PAL MAL 72 AC Rcs idcntiai/Locol 2009 SINGLE CHI!' SEAL $4 .140
AV EN UE AVENUE
ARROWO 17A-Ol ARROWOOD STREET 225W. DALE VIEW 72 AC Rt::oid~ntialll.ocal 2009 SINGLE CHIP SEAL $1,463
DALE VIEW AVE NU E
AVENUE
ARROWO 1713-01 ARROWOOD STREI:.~I' 360 w. PERSIMMON 99 AC Rcs idcntini/Lo cal 2009 SLURRY SEAL $1.3 00
PERSIMMON AVENUE
AVE NUE
AS-LAS 05 -04 ALLEY SOUTH OF LAS AEIKAUfFMAN GOLDEN WEST 53 AC Ot her 2009 THICK AC OVERLA Y $6.967
TUNAS DRIVE AVENUE AVENUE (2.5 INCHES)
AS/LAS 07-06 ALLEY SOUT~I OF LAS ROS EMEAD SULTANA 50 AC Oth~r 2009 THICK AC OVF.RI.A Y $19 .475
TUNAS DRIVE BOULEVARD AVENUE (2.5 INCHES)
AS/LOW 11-02 ALL SOUTH OF TEMPLE CITY ALLE Y EAST Of 66 AC Other 20 09 Til IN AC OVERLAY $5 .1 70
LOWER AZUSA ROAD BOULEVARD TEMPLE CITY (I.S INCH ES)
BLVD
AVONAV OIA -06 AVON AVENUE LESLIE DRIVE BURGHA RDT 52 AC Collector 2009 THICK AC OVERLAY $22 .950
ROAD (2.5 INCHES)
AVONAV 0113-06 AVON AVENUE BURGHARDT 225N. 52 AC Collector 200<) TH ICK AC OVERLAY $11.250
ROAD IJ URGIIARDT {2.5 INCHES!
ROAD
AVONAV OIC-06 AVON AVENUE GARIBALDI LONGDEN 51 AC Collector 2009 THICK AC OVERLAY $76.750
AVE NUE AV ENUE (2 .5 INCHES)
AWITC 05-04 ALLEY WEST 01' WORKMAN AS/LAS TU NA S 56 1\.C Oth~r 2009 THICK AC OVERLAY $15 .517
TEMPLE CITY BLVD AVENUE DR IVE (2.5 1NCH ES )
BALD WI 10-02 BALDWIN AVENUE LOWER AZUSA LIVE OAK 100 AC Arte rial 2009 SLURRY SEA L $55 .722
ROAD AVENUE
BARELA 11A-02 BARELA AVENUE CAMELLIA OLIVE STREET 52 AC Resi dent ia l/Local 2009 THICK AC OVERLAY $84 .900
AVENUE (2.5 INCH ES)
BISBYS 09-03 BISBY STREET fiESTA AVENUE TEMPLE CITY 72 AC Res idential/Local 2009 SINGLE CH IP SEAl. $5.4 00
BOULEVARD
Criteria: 3 MTC StreetSaver
SS10 1 1
Temple C ity
StiD SeciD Street Name Beg Loc
BLACKL 09·03 BLACKLEY STREET ENCINITA
AVE NUE
BLACKL 11-01 BLACKLEY STREET TE MPLE CITY
BOULEVAR D
BLACKL 17-01 BLACKLEY STREET PARMERTON
AVENU E
BOGUE ISA-01 BOGUE STREET 455 W. PAL MA L
AVENUE
BOGUE 1513-0 1 BOGUE STREET 355 W. EL
MONTE A VENUE
I30GUES 13-02 BOGUE STREET BALDWIN
AVENUE
BROADW 09-04 BROADWAY ENCINITA
AVENUE
BROADW II A-04 BROADWAY TEMPLE CITY
BOULEVARD
BROADW 11!3-04 BROADWAY 150 W. GOLDEN
WEST AVENUE
BURTON 01 ·06 BURTON AVENU E SOUTH CI TY
LIMIT
CAM BUR 11 -1.4 CAM BURY AVENUE OLIV E STREET
CAMELL 05-4 .5 CAMEL LIA A VENUE UVEOAK
AV ENU E
CLOVER 05A-04 CLOVE R!. Y AVENUE LIVE OAK
AVENU E
CLOVER 09A-03 CLOYERL Y AVENUE GIDLEY STREET
CLOVER 098-03 CLOVERLY A VENUE LOWE R AZUSA
ROAD
CLOVER 09C-03 CLOVER LY A VENUE I 50S.
KF.NNF.R LY
STREET
CLOVER 090-03 CLOVERLY AVENUE 150N.
KENNERLY
STREET
CLOVER 09E -03 CLOVERLY AVENUE OLIVE STREET
Criteria :
End Loc
840E.
CLOVERLY
AVENUE
GOLDEN WEST
AV ENUE
McCULLOCH
AVENUE
PAL MAL
AVENUE
EL MONT E
AVENUE
GLICKMAN
AVENUE
T EMPLE CITY
BO ULEVARD
150 W. GOLDEN
WEST AVENUE
BALDWI N
AVEN UE
LONG DEN
AVENUE
!.lYE OAK
AVENUE
930N.
GARIBALDI
AVE NUE
GARIBALDI
AVENUE
LOWE R AZUSA
ROAD
ISOS.
KENNERLY
STRF.F.T
!S ON.
KENNERLY
STREET
OLIVE STREET
BROADWAY
4
SS1011
PCI Surface
72 AC
82 AC
100 AC
77 AC
77 AC
76 AC
85 AC
79 AC
79 AC
71 AC
73 AC
64 AC
53 AC
7 I AC
7I AC
71 AC
7I AC
7 1 AC
Needs -Treatment I Cost Details
lnnation Rate = 3 .00 % Printed: 07/20/2009
Functional Class Year Treatment Cost
Arterial 1009 THICK AC OYERLA Y $166.200
(1.5 INCHES)
Rcsiucntiai!Local 2009 SLURRY SEAL $5 ,800
Rcs iucnt•ai!Lncal 2009 SLURRY SEAL $1.083
Residential/Local 2009 SIN GLE CHIP SF. AI. $4 .095
Residentia l/Local 2009 SINGLE CHIP SEAL $1.485
Reside ntial/Local 2009 SING LE CHIP SEAL $1 1.790
Coll~etur 2009 SLURRY SEAl. $14.167
Collector 2009 SINGLE CliiP SEAL $11.650
Collector 2009 SINGLE CHIP SEAL $13.365
Co llector 2009 SINGLE C11JP SEAL $21.675
Rcsidcntini/Loca l 1009 SING LE CH IP SEAL $7 .763
Collec tor 2009 SINGLE CHIP SEAL $32.265
Rcsiucntiai/Local 2009 THICK AC OVERLAY $2I9.900
(25 1NCHES)
Rc.~i ucnuai/Local 2009 SINGL E CHIP SEAL $4.410
Collector 2009 SINGLE CHI P SEAL $18.3 60
Coll ector 2009 SI NGLE CHIP SEA L $2.8 03
Co ll ect or 200 9 SINGLE CH IP SEAl. $9 .630
Collector 1009 SI NG LE CHIP SEAL $9550
MTC SlreetSaver
Temple City -Needs - Tre atm en t I Cost Oetails
Inflatio n Rate = 3.00 % Printed: 07/20/2009
StiD See 10 Street Nam e Beg Loc E n d Loc PCI Surface Functional Class Year Treatment Cost
CLOVER 09F-04 CI.OVERL Y AVENUE BROADWAY WEOOEWOOD 71 AC Collector 2009 SING I.E CH IP SEAL $4.275
STREET
CLOVER 09G-03 CLOVERLY AVENUE WEDGEWOOD LIV E OAK 71 AC Collector 2009 SINGLE CH IP SEA L $4.560
STREET AVEN UE
CRAJGL 038-05 CRAIG LEE STREET BARELA 135 E. BARELA 68 AC Rcs ltlcntialn.ocal 2009 SINGLE CHIP SEAL $1.013
AVENUE AVENUE
CRAIG I. OJC-05 CRAIG LEE STREET 135£. BARELA 300 E. BARELA 68 AC Res idential/Local 2009 SINGLE CHIP SEAL $6 19
AVENUE AV ENU E
DAINES 09A-03 DAINES DRIVE HILTON AVENUE CLOVERLY 73 AC Collector 2009 SINGLE CH IP SEAL $10,15 0
AV ENUE
DAINES 11-01 DAINES DRIVE BARELA BALDWIN 93 AC Collector 2009 SLURRY SEAL $6,604
AVEN UE AV ENUE
DALEY! 17-01 DALEVIEW A VENUE GRAND A VENUE FREER STRE ET 78 AC Co ll ector 2009 SIN GLE ClliP SEAL $11.25 0
DANBUR 15-01 DANBURY STREET 375 W. PAl. MAl. PAL MAL 75 AC Rcsl tkntial/Lncal 2009 SING LE CHIP SEAL $3 .375
AVENUE AV ENUE
DANI3UR 17A-01 DANBURY STREET F.l. MONTE PERSIMMON 97 AC Rcsitlc ntial/Loca l 2009 SLURRY SEAL $1.792
AVENUE AV ENUE
DANBUR 178-01 DANBURY STREET 290 WEST SANTA SANTA AN IT A 96 AC Rcsid~ntiai!Local 20 09 SLURRY SEAL $1.047
ANITA A VENUE AVENUE
DANESW 17-01 DANES WOOD DRIVE PAR MERTON McCUL LOCH 100 AC Resi dentia l/Local 2009 SLU RRY SEAL $1 .083
AVENUE AVEN UE
DEGAS A IJA-02 DEGAS A VENUE GREEN STREET RANDWICK 52 AC Res identia l/Local 20 09 THICK AC OVERLAY $21 ,000
DRIVE (2.5 INCHES)
DEGASA 13B-02 DEGAS AVENUE RANDWICK LANDSEER 52 AC l{csidcntial/Locn l 2009 THICK AC OVERLA Y $18.4 17
DRIVE STR EET (2.5 IN CHI;S)
DOREEN 15-01 DOREEN AVENUE LOW ER AZUSA f-REER STREET 72 AC Residential/Local 2009 SINGLE CHIP SEAL S22.320
ROAD
DUFFYS 11-04 DUFFY STREET 835 W. BALDWIN BAlDWI N 73 AC R1."Sidcntiai/Local 2009 SIN GLE C HIP SEAL $6.262
AVENUE AVE NU E
ELLISL 11·02 ELLIS LANE TEMPLE CITY 180SOUTH 92 AC Collector 2009 SLURRY SEAL $5 .278
BOULEVARD LOWER AZUSA
ROAD
ELMONT 12-01 EL MONTE A VENUE 285 N. LOW ER 200 S. LIVE OAK 72 AC Arterial 2009 THI CK AC OVER LAY $422.800
AZUSA ROAD AVENU E (2.5 INCHES)
ENCINI 05C-05 ENCINITA AVENUE GARll3ALDl LONGDEN 70 AC Co llector 2009 SINGLE CHIP SE AL $4.56 0
AVENUE AVENUE
FAIRHA 15-01 FAIRliALL STREET 235 W. PAL MAL 460 E. PAL MAL 72 AC Rcsi tlcnlinl/Lucal 2009 SING I. F. CHIP SE AL S4.518
AVENUE AVENUE
FAIR VI 171\-01 FAIRVIEW AVENUE PERSIMMON BW/ARC DA WH/ 79 AC Rcsidc:ntiai/Local 1009 SL URRY SEAL $729
AVEN UE
Criteria: 5 MTC StreetSaver
55101 1
Temple City Needs -Treatment I Cost Detai ls
Inflation Rate= 3.00 % Prin ted : 07/20/2009
StiD Sec ID Street Name B eg Loc End Loc PC I Surface Functional C l ass Year Treatment Cost
FAIR VI 178..()1 FAIRVIEW AVF.NUF. DEIARCDA WHJ SO E. 7 1 AC R~:Sid.:n t iai/L(l(:al 2009 TH IN AC OVERLAY $8 .624
McCLINTOCK (1.5 INCHES)
AVENUE
FARAGO 17A-OJ FARAGO AVENUE GRAND AVENUE FRE £R STREET 72 AC Rc.~i dcntiaiiLtlcal 2009 SINGLE CHIP SEAL $11.2 50
FARAGO 17B-Ol FARAGO AVENUE FREER STREET 365 N. FREER 72 AC R.:sidcntinliLocnl 2009 SINGLE CJIJI' SEAL $1 .372
STR EET
FIESTA 09-03 FIESTA AVENUE BISBY STREET LA ROSA DR IVE 7S AC R.:s i dcntialiLocal 2009 SINGLE CHI P SEAL $17.28 0
FRATUS 09A-03 FRATUS DRIVE RIO HONDO PENTLAND 91 A C Residential/Local 2009 SLURRY SF.AI. $13.600
AVENUE STREET
FRATU S 098 -03 FRATUS DRIVE BLACKLEY OI.IVESTREET 90 AC Resi dcntialn .ocal 2009 SLURRY SEAL $3.100
STREET
FREERS 15A-OI FREER STREET ARDEN DRIVE HA LLO WELL 76 AC Colkctor 2009 1l~IN AC OVERLAY $12 .342
AVENUE {1.5 INCHES)
FREERS 158-01 FREER STREET HALLOWELl. PAL MAL 76 AC Collector 2009 THIN AC OVERLAY $50.688
AVENUE AVENUE ( I.S INCHES)
FRI:ERS I SC-01 FREER STREET PAL MAL EL MONTE 76 AC Collector 2009 THIN AC OVERLAY $20.9 00
AVENUI-: AVENU E ( 1.5 INCHES)
FR EE RS 17A-01 FREER STREET F.LMONTE McCULLOCH R9 AC Collector 2009 SLURRY SEAL S5 .380
AVENUE AVENUE
FREERS 178-01 FREER STREET McCULLOCH DALE VIEW 89 AC Collector 2009 SLURRY SEAL R 794
AVENUE AVENUE
FREERS 17C-OI FREER STREET DALEVIEW FARAGO 89 AC Collector 2009 SLURRY SF.Al. $2.475
AVENUE AVEN UE
FREERS 17D-01 FREER STREET FARAGO SANTA ANITA 89 AC Collec tor 2009 SLURR Y SEAL $1.62 5
AVENUE AVENUE
GIDLEY 090-03 GIDLEY STREET 555 E. TEMPLE CITY J2 AC Collector 2009 RECONST RUCT $84 .360
CLOVERLY BOULEVARD STRUCTURE (AC)
AVENUE
GRACEW 13A·02 GRACEWOOD A VENUE DAINES DRJVE 710 S. LI VE OAK 100 AC Residential/Local 2009 SLURRY SEAL $3.528
AVENUE
GRACEW IJB-02 GRACEWOOD A VENUE 710 S. LIVE OAK 485 S. LIVE OAK 52 AC Rcsidcnti atn .ucnl 2009 TH ICK AC OVERLAY $12 .750
AVENUE AVENU E (2 .5 INCHES)
GRACEW 13C·02 GRACE WOOD A VENU E 485 S. LIVE OAK LIVE OAK S2 AC Rcsid cnti aiiLoclt l 2009 THI CK AC OVERLAY $22 .633
AVENUE AVENUE (2.5 INCHES)
GREENS 13A-02 GREEN STREET BALDWIN 40W. DEGAS 100 AC R.:si dcnttai/Loca l 2009 SLURRY SEAL $5.225
AVENUE AVENUE
GREENS 138..()2 GREEN STREET 40 W. DEGAS 800 E. DEGAS 100 AC Rcsidentialll..ocal 2009 SLURRY SEAL $1.750
AVENUE AVENUE
HAUl' A 15A-01 HALifAX ROAD LOWER AZUSA FREER STREET 87 AC Collector 2009 SLURRY SEAL $12.37 5
ROAD
·-·--------
Criteria : 6 MTC StreetSave r
SS1011
Temple City
StiD SecJD Street Name
HALIFA ISB-01 HALIFAX ROAD
HALIFA ISC -01 HALifAX ROAD
HALLOW ISB-01 HALLOWELL A VENUE
HALLOW ISC-01 HALLOWELL AVENUE
HAL LWO 11-02 HALLWOOD DRIVE
HALLWO 13-02 HALLWOOD DR IVE
HALLWO IS-02 HALLWOOD DRIVE
HARKER 07..{)6 I-IARKER A VENUE
HECLAS 09-03 HECLA STREET
HELEOA 09A-03 HELEOAVEN UE
HELEOA 098-04 HELEO AVENUE
IVARAV 01-06 IVARAVENUF.
KAUFFM 11-02 KAUFFMAN AVENUF.
KAUFFM 5A-4.5 KAUFFMAN AVENUE
KAUFFM 513 -05 KAUFFMAN A VENU E
KENNER 09-03 KENNERLY STREET
KEYWES 11..{)2 KEY WEST STREET
KEYWES 15A-OI KEY WEST STREET
KEYWES 158-01 KEY WEST STREET
KEYWES 15C..{)I KEY WEST STREET
Criteria:
Beg Loc
FREER STREET
OLIVE STREET
MILOANN
STRE ET
DAINES DR IVE
GOLDEN WEST
AVENUE
RYLAND
AVENUE
215 W. PAL MAL
AVENUE
BROADWAY
170 W. HILTON
AVENUE
LOWER AZUSA
DRIVE
580 S LIVE OAK
AVENUE
HERMOSA
DRIVE
LOWER AZUSA
ROAD
LIVE OAK
AVEN UE
GARIBALDI
AVENUE
FRATUS DRIVE
GOLDEN WEST
AVENUE
4 17 W. HALIFAX
ROAD
HALIFAX ROAD
DOREEN
AVENUE
End Loc
OLIVE STREET
LIVE OAK
AVENUE
FREF.RSTRF.ET
LIVE OAK
AV ENUE
AGNES A VENUE
BIRCHLAND
PLACE
480 E. PAL MAL
AVENUE
NORTH END
HILTON AVENUE
LA ROSA DRIVE
LIVE OAK
AVENUE
LONGDEN
AVENUE
BLACKLEY
STREET
GAR IBALDI
AVENUE
LONGDEN
AVENUE
890E.
CLOVERLY
AVENUE
AGNES A. VENUE
HALIFAX ROAD
DOREEN
AVENUE
310 E. PAL MA L
AVENUE
7
SS1011
Nee ds -Treatm e nt I Cost De tai ls
Inflatio n Rate = 3.00 % Printed : 07/2012009
PCI Surf11ce Functiona l C l11ss Year Treatment Cost
86 A.C Collector 2009 SLURRY SEAL $3.333
86 AC Collector 2009 SLURRY SEAL $9.700
51 AC Residential/Local 2009 THICK AC OVF.RI.A Y $31.450
(2.5 INCH ES)
51 AC Residential/Local 2009 TH ICK AC OVERLAY $89 .667
(2.5 INCHES )
74 AC Resi dential/Local 2009 SINGLE CHIP SEAL $4 .950
85 AC Rc.~ido:ntialll.ocal 2009 SLURRY SEAL $1.125
72 AC R~-sidential/Local 2009 SINGLE CH IP SEAL $4 .518
65 AC R~-sidcntial/Local 2009 SINGLE CHIP SEAL $6.210
98 AC Reside nt ial/Local 2009 SLU RRY SEA L $614
73 AC Collecto r 2009 SINGLE CHIP SEAL S14.3SS
72 AC Collccltlr 2009 SINGLE CHIP SEA L $3 .770
67 AC Collector 2009 SINGLE CHIP SEAL $19 .762
89 AC Coll~ctor 2009 SLURRY SEAL $13.650
19 AC Collector 2009 RECONSTRUCT $546.860
STRUCTURE (AC)
44 AC Co lkctnr 2009 THICK AC OVERLAY $17 .100
(2.5 INCHES)
84 AC Residential/Local 2009 SLURRY SEAL $8.667
73 AC Rcsidcntial/LO<:al 2009 SINGL E CHIP SEAL S4.950
82 AC Rcs id.:n liai/Loca l 2009 SLURRY SEAL $2 .085
81 AC R.:sidentiai/Local 2009 SLURRY SF.A.l. $2.500
81 AC Rcsidcnti alll.ocal 2009 SLURRY SEAL $3.&79
MTC StreetSaver
Temple City . Needs -Treatment 1 Cost Oetails
Inflation Rate = 3.00 % Printed: 07/20/2009
StiD SeciD Street Name Beg Loc E nd Loc PCI Surface Functional C lass Year Treatment Cost
KEYWES 15D-Ol KEY WEST STREET 3 10 E. PAL MAL ELMONT E 81 AC Res idential/l.(lcal 2009 SLURRY SEAl. $667
AVENUE AV ENUE
LANDSF. 13-02 LANDSEER STREET 170 W. DEGAS GLICKMAN 81 AC Rcsident ini/Ltlcal 2009 SLURRY SEAL $2 .196
AVE NUE AV ENUE
LAROSA 07-03 LA ROSA DRIVE 350W. ENCINITA ENCI NITA 72 AC Resident ia l/Local 2009 SI NG I.F. CHIP SEAL $3.500
AVENUE AV ENU E
LAROSA 09-03 LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY 76 AC Collector 2009 SINGLE CHI P SEAL 523 .760
BOULEVARD
LAROSA 15-01 LA ROSA DRIVE ARDEN DRIVE KEY WEST 80 AC R~-sidentialllocal 2009 SLURRY SEAL $3 .71 0
STR EET
LASTU N 02E-04 LAS TUNAS DRIVE GOLDEN WEST 195 E. ROWLA ND 99 AC Arterial 2009 SLURRY SEAL $10.451
AVENUE AVEN UE
LASTUN 2().()4 LAS TUNAS DRIVE ENCINITA GOLDEN WEST 99 AC Arterial 2009 SLURR Y SEAl. $23 .222
AVENUE AVE NU E
LEMON 03A-05 LEMON AVENU E ENCJNITA OAK AVENUE 47 AC Collector 2009 THI CK AC OVERLAY $214 .800
AVENUE (2 .5 INC HES )
LEMON OJB -05 LEMON AVENUE OAK AVENUE TEMPLE CITY 47 AC Collector 2009 THICK AC OVF.RLA Y $88 .000
BOU LEVARD (2 .5 INCHES)
LEMON 03C-05 LEMON A VEN UE TEMPLE CITY EAST CITY LIMIT 45 AC Collector 2009 Tl ltCK AC OVERLAY $118 .800
BOULEVARD (2 .5 INCI!ES )
LIVEOA 04A-04 U VE OAK A VENUE ENCINITA BALDWIN 68 AC Arterial 2009 THI CK AC OVERLAY $319.517
AVENUE AVE NUE (2 .5 INC HES)
LIVEOA 4B-02 LIVE OAK AVENUE BALDWIN 760 E. BALDWIN 100 AC Art~rial 2009 SLURRY SEA L S4.750
AVENUE AV EN UE
LIVEOA 4C-02 LIVE OAK A VE NUE 760 E. BALDWIN GLICKMAN 100 AC Arterial 2009 SLURRY SEAL $2.1100
AVENUE AVENUE
LIV EOA 4D-L2 LIVE OAK A VENUE GLICKMAN 230W. EL 100 AC Arter ial 2009 SLURRY SEAL $10.667
AVENUE MONTE AVENUE
LONGDE 050-05 LONGDEN AVENUE EAST CTY LIMIT KAUFFMAN R6 AC Collecl\lr 2009 SLURRY SEAL $1.000
AVENUE
LONG DE 05£-05 LONGDEN AVENUE KAUFFMAN GOLDEN WEST 86 AC Collector 2009 SLURRY SEAL $1.9 17
AVENUE AVENUE
LONG DE 05F-05 LONGDEN AVENUE GOLDEN WEST 660 E. GOLDEN 86 AC Colle cto r 2009 SLURRY SEAL $3 .66 7
AVENUE WEST AVENU E
LORAST 15-01 LORA STREET PAL MAL 460 E. PAL MAL 75 AC Res ident ial/l.ocal 2009 SI NGLE CH IP SEAL $4.140
AVENUE AVENUE
LORAST 17-01 LORA STREET 360WEST PERSIMM ON 73 AC Residcntial/l .ocal 2009 T HI N AC OVERLAY $10.296
PERSIMMON AVEN UE (1.5 IN CII ES)
AVENUE
LOWER 06A-03 LOWER AZUSA ROAD SPB 492 .7 13EIEATON 99 AC Arterial 2009 SLURRY SEAl. $4,211
Wll/1053
Criteria: 8 MTC StreetSaver
SS1011
Temple City . Needs -Treatment I Cost Details
In fl a t ion Rate = 3.00 % Printed : 07/20/2009
S tiD Sec lD S t reet Name Beg Loc En d Loc PCI Surface F unctional Class Year Treatm ent Cost
LOWER 06C·02 LOWER AZUSA ROAD BALDWIN 113 E. BALDWIN 99 AC Arterial 2009 SLURRY SEAL 5973
AVENUE AVENUE
LOWER 6B-2.3 LOWER AZUSA ROAD BE/EATON BALDWIN 100 AC Arterial 2009 SLURRY SEAL $36.711
WHI1053 AVENUE
LOWER 61)..1.2 LOWER AZUSA ROAD 113 E. BALDW IN 240 W. EL 100 AC Arterial 2009 SLURRY SEAL $28 .738
AVENUE MONTE AVENUE
LYNROS 13-02 LYNROSESTREET ROB IN HOOD GLICKMAN 87 AC Rcsidcntiai/Loca I 2009 SLURRY St::AL $4 .188
AVENUE AVENUE
LYNROS 15-01 L YNROSE STREET 550 W. PAL MAL PAL MAL 72 AC Rc si dcntini/Local 2009 SINGI.F. CHIP SEAL $3.5 75
AVENUE AVENUE
LYNROS 17-01 L YNROSE STREET 415W. McCULLOCH 72 AC Residential/Local 2009 SINGLE CHIP SEAL $2 .905
McC ULLOCH AVENUE
AVENUE
MCCLIN 17-0 1 McCLINTOCK A VENUE FAIRVIEW FREER STREET 88 AC R~:sidt:ntialll.ocal 2009 SLURRY SEAL $8 .604
AVENUE
MCCULL 17A-01 McCULLOCH A VENUE FREER STRF.F.R DA INES DR IVE 78 AC Collector 2009 SINGLE CHIP SEAL $10.755
MCCULL 178-0 1 McCULLOCH A VENUE DAINES DR IVE 150 S. L YNROS E 78 AC Collector 2009 SINGLE CHIP SEAl. $3.150
STREET
MCCULL 17C-OI M~'CULLOCH A VENUE ISO S. L YNROSE 220 S. LIVE OAK 78 AC Collector 2009 SINGLE CH IP SEAL $4.275
STREET AVeNUE
MIL LER 09 -03 MILLER DRIVE 180S. LOWER LOWER AZUSA 84 AC RllSidentinl/l .ocnl 2009 SLURRY SEAL $1.000
AZUSA ROAD ROAD
MILOAN 11-02 MILOANN STREET GOLDEN WEST BALDW IN 86 AC Collector 2009 SLURRY S EAl. $8 .222
AVENUE AVENUE
MILOAN 15-01 MILOANN STREET HALLOWELL HA LI FAX ROAD 67 AC Rcsidc ntini/Local 2009 THIN AC OVF.RLA Y $13 .860
AVENUE (1 .5 INCHES )
MUSCAT 0 1-06 MUSC ATEL AVENUE SOUTH CITY LONGDEN 67 AC Coll.:ctor 2009 THIN AC OVERLAY $168.300
LIMIT AVENUE (1.51NCHF.S)
NADINE IIA-02 NADINE STREET 415 W. BARELA 270 E. BARELA 88 AC Residentia l/Local 2009 SLURRY SEAL $5 .669
AVENUE AVENUE
NAD INE 118..()2 NADINE STREET 465 W. 420 E. CAMBURY 87 AC Rc.~identiai!Locpl 2009 SLURRY SEAL $3.688
CAMBURY AVENUE
AVENUE
NADINE 13..()2 NADINE STREET DAJNES DRIVE ARDEN DRIVE 25 AC Residential/Local 2009 RECONSTRUCT $143.467
STRUCTURE lAC)
NOELDR 7A·3.6 NOEL DRIVE 450 S. OI.I VE SOON . 81 AC ResidcntiaVLocal 2009 SLURRY SEAL $4 .750
STREET BROADWAY
OLEMAS 03A..QS OL EMA STREET LIVIA AVEN UE ENCIN ITA 64 AC RcsidcntiaVLoca l 2009 SINGL E CH IP SEAL $6.795
AVENU E
PAL_MA ISA-01 PAL MALL-L. AZUSA LOWER AZUSA 200N. FREER 61 AC Colk-ctor 2009 TJI ICK AC OVERLAY $161.700
TO FREER ROAD STREET (2 .51NCHES)
·--
Crite ri a : 9 MTC S tre etS a ver
SS I01 1
Temple City Needs -Treatment I Cost Details
lnftatlon Rate = 3.00 % Prin ted; 0712012009
StlD Sec ID Street Name Beg Loc E nd Loc PCI Surface Functional Class Year Treatment Cost
PAL_MA 158-01 PAL MALL· fREER TO 200N. FREER DA INES DRIVE 6 1 AC Collector 2009 THICK AC OVERL AY $69.333
LIVE OAK STREET (2.5 IN CHES)
PAL_MA 15C-OI PAL MALL· L. AZUSA DAIN ES DRIV E LIVE OAK 61 AC Collector 2009 THICK.AC OVER LAY $80.7 00
TO FREER AVE NUE (2 .S INC HES)
PARMER 17-01 PARMERTON AVENUE BLACKLEY DANESWOOD 100 AC Res ide ntial /Local 2009 SLURR Y SEAL $3 .896
STREET DRIVE
PENT LA 07-03 PENTLAND STREET ROSEMEAD SU LTANA 72 AC R~,.-sidentinll local 2009 SINGL E CHI P SEAL $1.725
BO ULEVARD AVENUE
PENTLA 09-03 PENTLAND STREET ENC INITA 890 E. 73 AC Rc sidcntin i/Local 2009 SINGL E CHIP SE AL $25.425
AVENUE CLOVERLY
AVENUE
RANCHO 07-03 RANCHO REAL ROAD ROSEMEAD LOMAAVENUE 67 AC Resi denti al/Local 2009 SINGLE CH IP SEA L $13.050
BOULEVARD
RANDW I 13A-02 RANDWICK DRIVE 545 W. DEGAS DuGAS AVENUE 75 AC Resident ial/Local 2009 SING LE CHIP SEAL $4 .905
AVENUE
RAND WI 13B-02 RANDWICK DRIVE GLICKMAN 560 E. 82 AC RL'Sidcntial/Local 2009 SL URRY SEAL $2.489
AVF.NUE GLICKMAN
AVENUE
RIOHON 05-04 RIO HONDO A VENUE LIVE OAK WORKMAN 53 AC Resident ial/Local 20 09 THICK AC OVF.Rt.A Y $42 .000
AVENUE AVENUE (2.5 INCH ES)
RIOHON 09-03 RIO HONDO AVENUE LOWER AZUSA LA ROSA DRIV E 78 AC Collector 2009 SINGL E CHIP SEAL $14.355
ROAD
ROB!NH 13A-02 ROBIN HOOD A VENUE RYLAND 1135 N. RYLA ND 84 AC ResidcntialiLocol 2009 SLURRY SEA L S4 .729
AVENUE AVEN UE
ROB!NH 138-02 ROBIN HOOD A VENUE OLIV E STREET 390 N. OLIVE 84 AC R~id~nti~tll.ocal 2009 SLURRY SEAL $1.408
STREET
ROB!NH 13C-02 RORINHOOD A VF.NUE DAINES DRIVE LYNROS E 84 AC Rcsid ~ntialllocal 2009 SLURRY SEAL S4 .4 79
STREET
ROCCUS 01-06 ROCCUSLANE BURTON F.ASTF.ND 68 AC Resid.:ntial/Local 2009 SINGLE CHIP SE AL S2 .100
AVENUE
ROSEGL 09-03 ROSEGLEN STREET F.NC INITA 405 EAST 100 AC Rcs idenl inlllocnl 2009 SLIJRRY SF.AL Sl.463
AVENUE EN C INITA
AVENUE
ROSEGL 15-01 ROSEGLEN STREET 2 15 W. PAl. MAl. 480 E. PAL MAL 72 AC Rcsidcnt iai/Locol 2009 SI NGLE CHIP SE AL $4 .5 18
AVENUE AVF.NUE
ROSEVA 13-02 ROSEVALE DRIVE LA ROSA DRIVE 230 N. LA ROSA 93 AC R~'Sidcntiali Local 2009 SL URRY SE AL $1.1 50
DRIVE
RYLAND 13A-02 RYLAN D AVENUE LOWER AZUSA 290 S. LA ROSA 74 AC Rcsi d~n liaVLocal 2009 SINGLE CHI P SEAL $11.700
ROAD DRIVE
RYLAND 13B-02 RYLAND AVENUE 290 S. LA ROSA LA ROSA DRIVE 72 AC R.:sid.:ntialll.ocal 2009 SIN GL E CHI I' SEAL $2.912
DRIVE
-
Criteria: 10 MTC StreetSaver
SS1011
Temple City Needs -Treatment I Cost Details
Inflation Rate = 3.00 % Printed: 07/20/2009
StiD Sec ID Street Nam e Beg Loc End Loc PCI Surrace Functional Class Year Treatment Cost
RYLAND 13C-02 RYLAND AVENUE DAINES DRIVE BOG UE STREET 74 AC Re~identialll..ocal 2009 SINGLE CH IP SEAl. $6.000
SANTAA 14-0t SANTA ANITA GRAND AVENUE LIVE OAK 100 AC Arterial 2009 SLURRY SEAL $43.389
AVENUE AVENUE
SPARKL 09A-03 SPARKLETT STREET FRATUS DRIVE ALES SANDRO 73 AC Rcsidcntialflocal 2009 SINGLE CHIP SEAL $5.2 50
AVENUE
SPARKL 09B-03 SPARKLE1T STREET ARDSLEY DRIVE TEMPLE CITY 72 AC Residential/Local 2009 SINGLE CHIP SEAL $2.1 75
BOULEVARD
SPARKL 11-02 SPARKLE"IT STREET TEMPLE CITY KA UFFMAN 95 AC Residential/Local 2009 SLURRY SEAL $3 .292
BO ULEVARD AVF.NU F.
SPARKL 15-01 SPAR KLETT STREET 215 W. PAL MAL 480 F.. PAl. MAL 72 AC Rcsiden tial flocal 2009 SINGLE CHIP SEAL $4.5 18
AVENUE AV ENUE
STJAME 05-05 SAINT JAMES DRIVE GARIBALDI NORTH END 64 AC Res idcntial/l.ocal 2009 SINGLE CHIP SEAL $2 .295
AVENUE
SULTAN 03-05 SU LTANA AVENUE LONGDEN EMPEROR 47 AC Collector 2009 THICK AC OVERLAY $64.5 00
1\VENUF. AVENUE (2 .5 INCHES)
SULTAN 7A-03 SULTANA AVENUE ACASODRIVE SERENO DRI FF. 78 AC Collector 2009 SING LE CIIIP SEAL $1 I .200
SULTAN 7U-03 SULTANA AVENUE 1070 s . BROADWAY 78 AC Collector 2009 SINGLE CH IP SEAL $8 .025
BROADWAY
SULTAN 7C-3.6 SULTANA AVEN UE BROADWAY 300 S. LAS 64 AC Collector 2009 SINGLE CHIP SEAL $2,700
TUNAS DR IVE
TEMPLE 88-04 TEMPLE CITY LIVE OAK BROADWAY 85 AC Arterial 2009 SLURRY SEAL $7.958
BOULEVARD AVENUE
TEMPLE 8C-02 TEMPLE CITY BROADWAY 560S. LOWER 86 AC Art erial 2009 SLURRY SEAL $35.933
BOUL EVARD AZU SA ROAD
TEMPLE 80-02 TEMPLE CITY 560S. LOWER BN/EATON 86 AC Art~ri al 2009 SLURRY SEAL $6.2 67
BOULEVARD AZ US A ROAD WHIJOSI
TEMPLE 8E-02 TEM PL E CI TY UN/EATON BS/EATON RS AC Arterial 2009 SLURRY SEAL $419
BOULEVARD W!VI051 WWI051
TEMPLE SF-02 TEMPLE CITY BS/EATON SPB 493 .3 86 AC Art~rial 2009 SLURRY SEAL $1.833
BOULEVARD WH/1051
TRELAW 03-05 TRELAWNEY AVENUE SOUTH END LEMON A VENUE 50 IIC Ro:sido:ntiaULocal 2009 TH ICK AC OVERLAY $55 .800
(2.5 IN CHES)
WEDGEW 09A-04 WEDGEWOOD STREET ENCINITA ALESSANDRO 88 AC Residen tial/Local 2009 SLURRY SEAL $3.675
AVEN UE AVEN UE
WEDGEW 090-04 WEDGEWOOD STREET CLOVERLY 570 EAST 88 AC Residential/Local 2009 SLURRY SEAL $2.850
AVENUE CLOVERLY
AVENUE
WEDG EW 09C-04 WEDGEWOOD STREET 570 EAST 700 EAST 88 AC Residential/Local 2009 SLURRY SEAL $5 42
CLOVERLY CLOV ERL Y
AVENUE AVENUE
-
Criteria: 11 MTC StreetSaver
5 5 10 11
Temple City
St ID Sec ID Street N11me Beg Loc
WILDrL 17-01 WILDFLOWER ROAD WELLAND
AVENUE
WILLMO 11-2.4 WJLLMONTE A VENUE LOWER AZUSA
ROAD
WORTHI 01 -06 WORTHINGTON DRIVE BURTON
AVENUF.
lAD ELL 13-02 ZADF.LL A VENUE 545 S. OLIVE
STREET
A_SILA 07 -06 ALLEY SOUTH or LAS LOMA A VENUE
TUNAS DRIVE
A_wm: 09-03 ALLEY WEST or ALLEY SOUTH
TEMPLE CITY BLVD OF LOWER
AZUSA RD .
BIRCHL 13-02 BIRCH LAND PLACE LOWER AZUSA
ROAD
ROGUES 11-04 BOGUE STREET CAMBU RY
AV EN UE
BROADW 07A-03 BROADWAY RW/EJ\TON
WH/1698
BROADW 07B-03 BROADWAY BE/EATON
WH/1698
BROADW 07C-03 BROADWAY ROSEMEAD
BOUL EVARD
CALLIT 03-05 CALLITA STREET SIO WEST
ROS EMEAD
BOULEVARD
CAMELL 05-4.5 CAMELLIA A VENUE LIVE OAK
AVENUE
CLOVER 0913-03 CLOVERLY AVENUE LOWER AZUSA
ROAD
CLOVER 09C-03 CI.OVERL Y A VENUE ISO S.
KENNERLY
STREET
CLOVER 09D -03 CLOVERLY AVENUE ISON.
KENNERLY
STREET
CLOVER 09F.-03 CLOVERLY AVENUE OLIVE STREET
Criteria :
End Loc
435 E. WELLAND
AVF.NUF.
DUF FY ST REET
EAST END
OLIVE STREET
ENCINITA
AVENUE
ARDSLEY DRIVE
360N.
HALLWOOD
DRIVE
BALDWIN
AVENUE
BE/EATON
WH/1698
ROSEMEAD
BOULEVARD
ENCINITA
AVENtJE
445 EAST
ROSEMEAD
l30ULEVARD
930N.
GARII3ALDI
AVF.NUF.
150 s.
KENNERLY
STREET
I SON.
KENNERLY
STREET
OLIVE STREET
BROADWAY
12
SS1011
PCI Surrace
72 AC
74 AC
67 AC
73 AC
56 AC
75 AC
58 AC
36 AC
100 AC
100 AC
100 AC
72 AC
64 AC
71 AC
71 AC
71 AC
71 AC
Needs -Treatment I Cost Details
Inflation Rate = 3.00 % Printed: 0712012009
Function11l Cl11ss Year Treatment Cost
Res idential/Local 2009 SINGL E CIIIP SEAL $3 .263
Rcsidcntialll .ocal 2009 SINGLE CHIP SEAL $14.47 5
Residential/Local 2009 SINGLE CHIP SEAL $1 ,625
Rcsidentialll.ocal 2009 SINGLE CIIIP SEAL $4 .905
Other 2010 THICK AC OVERLAY $13.862
(2.5 IN CHES)
Other 2010 THIN AC OVERLAY $10.084
( 1.5 INCHES)
RcsidcntiaiiLocnl 2010 THICK AC OV ERI.A Y $64.375
(2.5 INCHES)
Rc sidcntiaiiLocnl 2010 RECONSTRUCT $1 12.064
STRUCTURE (AC)
Collec tor 2010 SLURRY SEAL $197
Collector 2010 SLURRY SEAL $6.3 17
Collcctur 2010 SLURRY SEAl. $9.R14
Rc sidcntialll.ocnl 2010 THIN AC OVERLAY $38 .953
(1.5 INCH ES)
Collector 2010 SINGLE CHIP SEAL $33 .233
Colh:ctor 20 10 SINGLE CH IP SEAL $18.911
Coll~ctnr 2010 SINGLE CHIP SEAL $2 .1!!17
Co llec tor 2010 SINGLE CHIP SE AL $9.919
Collector 2010 SINGLE CHI P SEAL $9.836
MTC StreetSaver
Temple City -· Needs -Treatment I Cost Details
Inflation Rate = 3.00 % Printed: 0712012009
StiD Sec 1D Street Name Beg Loc End Loc PCJ Surface Functional Class Year Treatment Cost
CLOVER 09I'-Q4 CLOVF.RL Y A VENUE 13ROADWAY WEDGEWOOD 71 AC Collector 2010 SING LE CHIP SEAL $4.403
STREET
CLOVER 090-03 CLOVERLY AVENUE WEDGEWOOD LIVE OAK 7 1 AC Collector 20 10 SINGLE CHIP SEAl. $4 .697
STREET AV ENUE
DAINES 09A-03 DAINES DRIVE HILTON AVENUE CLOVERLY 73 AC Collector 20 10 SINGL E ClilP SEAL $10.45 4
AV ENUE
DAINES IJA-02 DAINES DRIVE BALDWIN GRACEWOOD 100 AC Collecto r 2010 SLURRY SEAL $8.4 98
AVENUE AV ENU E
DAINES IJB-Q2 DAINES DRIVE GRACEW OOD ARDEN DRIVE 100 AC Collector 2010 SLU RR Y SEAL $1.767
AVENUE
DAINES 15A-Ql DAINES DRIVE ARDE N A VENUE HALLOWELL 100 AC Collt:clllr 2010 SLU RR Y SEA L $1.305
AVENUE
DAI NES ISB-01 DAINES DRIVE HA LLOW ELL ELMONT E 100 AC Colle ctor 2010 SLURRY SEAL $9.785
AVENUE AVENUE
DAINES 17-01 DAINES DRIVE ELMONTE SANTA ANITA 81 AC Collector 2010 SINGLE CHIP SEA L $22 .026
AVENUE AVENU E
ENCINI 03A-OS ENCINIT A AVENUE LONGDEN WOOL LEY 55 AC Collector 2010 THICK AC OVERLAY $29 .183
AVENUE ST REE T (2 .5 INC HES)
FREF.RS 13-01 FR EE R STREET 265\VESTOF ARDEN DRIVE 56 AC Resi dent ial/Loc al 20 10 THICK AC OVE RLAY $16.377
ARD EN DR IV E (2 .5 INCHES)
GIDLEY 09A-03 GIDLEY STREET 470W. 555 E. 100 AC Collector 20 10 SL UR RY SEAL $2.639
CLOVE RLY CLOVERLY
AVENUE AVE NUE
GOLDEN 05-4.5 GOLDEN WEST LIVE OAK GA RIB ALDI 80 AC Co llector 2010 THIN AC OVERLAY $161.1 13
AVENUE AVENUE AVENUE (1 .51NCHE S)
HERMO S 01-06 HERMOSA DRIV E BURTON ENCINITA 74 AC Collect or 2010 TIIIN AC OVERLAY $183 .3 19
AVENUE AVENUE (l.S INC II CS)
HILTON 09C-04 HILTON A VENUE BROADWAY 280 NO RTH 57 AC Residential/Loca l 2010 T HI CK AC OVERLAY $16.823
BROADWAY (2 .5 INCHES)
HOW LAN I 1-02 HOWLAND DRIVE GOLDEN WEST BALDWIN 81 AC Collector 201 0 SING LE CH IP SEAL $13 .673
AVENUE AVENUE
LAROSA IJA-02 LA ROSA DRIVE BALDWIN RYLA ND 78 AC Rcsidentialn .. ocnl 201 0 S INGI.F. CHIP SEAl. $6.850
AVENUE AVENUE
LAROSA 13B-02 LA ROSA DRIV E RYLAND GI.!CKMA N 78 AC Rcside ntialll.ocal 2010 SINGLF. CHIP SEAL $6.458
AVENUE AVENUE
LAROSA 17-Q1 LA ROSA DRIVE 360WEST PERS IMMON 76 AC Res idt:ntialllocal 2010 THIN AC OVERLAY $10.605
PERSIMMON AVENUE ( 1.5 INCHES )
AVENUE
MCCULI . 17D-O I McC ULLOCH A VEN UE 220 SOUTH LIVE LIVE OAK 78 AC Rc sidcntiaiiLoca l 201 0 SINGL E CHIP SEAL $1.1 33
OAK AVENU E AVENUE
.
Criteria: 13 MTC Slree!Saver
SS1011
Temple City
StiD SeciD Street Name Beg Lor
OA.KAV SA-04 OAK AVENUE LIVE OAK
AVENUE
OLIVES 07A-03 OLIVE STRF.F.T ROSEMEAD
BOULEVARD
OLIVES 078-03 OUVE STREET SULTANA
AVENUE
OUVES 07C-03 OLIVE STREET LOMAAVtNUE
OLIVES 09-03 OLIVE STREET ENCINITA
AVENUE
OLIVES 11-02 OLIVE STREET TEMPLE CITY
BOULEVARD
OI.IVES 13-02 OLIVE STREET BALDWIN
AVENUE
OLIVES 15-1 ,2 OLIVE STREET IOOW. ARDEN
DRIVE
PERSIM 17A-OI PERSIMMON A VEN UE 200 N. LOWER
/\ZUSA ROAD
PERSIM 178-01 PERSIMMON AVEN UE GRAND A VENUE
PERS IM 17C-QI PERSIMMON A VEN UE DAINES DRIVE
PRIMRO 5B-05 PRIMROSE AVENUE FLA HERTY
ST REET
RANCHO 07-03 RANCHO REAL ROAD ROSEMEAD
BOULEVARD
SERENO 07-03 SERENO DRIVE ROSEMEAD
BOULEVARD
SULTAN 7C-3.6 SULTANA AVENUE BROADWAY
TREERO 01-06 TREE ROSE TERRACE SOUTH END
WEN DON 05C-05 WUNDON AVENUE 310W.
ROWLAND
AVENUE
A_E/E L 17-01 ALLEY EAST OF EL 930 SOUTII
MONTE AVENUE GRANDA VEN UE
AGNESA II B-02 AGNES A VENUE 295 N. LOWER
AZUSA ROAD
AGNES A I JC-04 AGNES A VENUE LA ROSA DRIVE
Criteria:
-
End Loc
GAR IBA LDI
AVENUE
ENCIN ITA
AVENUE
LOMAAVENU E
ENC INITA
AVEN UE
TEMPLE CITY
BO ULEVARD
BALDWIN
AV ENUE
ARDEN A VENUE
ELMONTE
AVE NU E
GRAND A VEN UE
DAINES DR!VF.
AS/LIVE OAK
AVE NUE
LONGDEN
AVENUE
I.OM A AVENUE
ENCINITA
AVENUE
300 S , Li\S
TUNAS DRIVE
II ERMOSA
DRIVE
ROWLAND
AV ENUE
GRAND A VENUE
LA ROSA DRIVE
OLIVE STREET
14
S S101 1
PCJ Surrace
82 AC
100 AC
100 AC
100 AC
100 AC
100 AC
100 AC
100 AC
80 AC
80 AC
80 AC
73 AC
67 1\C
81 AC
64 AC
S2 AC
78 AC
78 AC
74 AC
74 AC
Need s -Treatment I Cost Details
Inflation Rate = 3.00 % P rinted: 07/20/2009
Functional Class Ye11r Treatment Cost
Collector 2010 SINGLE CH IP SE AL $24.75 I
Collector 20 10 SLURRY SEA L S9.1 67
Collector 2010 SLURRY SEA L $4 .263
Collcct(>r 2010 SLURRY SEAL $1.957
Collcc tur 20 10 SLURRY SE/\1. $15 .45 0
Collector 20 10 SLURRY SEAL Sl5.1 07
Collector 2010 SLURRY SEAl. $11.387
Collector 2010 SLURRY SEAL $13 .047
Collector 2010 SING LE CHI P SEAL $8.03 -t
Collector 2010 SINGLE CHIP SEAL $22.665
Collector 2010 SINGLE CHIP SEAL $9 .03!!
Collecto r 2010 SINGLE CHIP SEAL $6 .953
Rc si dl:nti ai/Local 2010 SINGLE CH IP SEAL $13 .442
Collecto r 2010 SINGLE CHIP SEAL $32.600
Collector 20 10 SINGLE CH IP SEAL S2.7RI
Rcs idcntialfLocal 2010 THICK AC OVERLAY $11.673
(1.5 INCHES)
Re si dential/Local 2010 SINGLE Cllll' SEAL $2.395
Other 20 11 THIN AC OVE RLAY $21.7 06
(1.5 INCHES)
Collector 2011 SINGLE CHIP SE AL $13 .208
Collector 201 I SINGLE CHIP SEAL s 14.227
MTC StreetSave r
Temple City --Needs -Treatment I Cost Details
Inflation Rate = 3 .00 % Printed: 07/20/2009
StlD Sec ID Street Name Beg Loc End Loc PCI Surfa ce F unctional C lass Year Treatment Cost
ALESSA 05-04 ALESSANDRO A VENU E LIVE OAK GAR IBALDI 59 AC Rc.~idcntiai/Loc nl 2011 TIJICK AC OVERLAY $169 .956
AVENUE AVENU E (2.5 INC HES)
ALLEYS 17-01 ALLEY SOUTH OF 215W. PERSIMMON 38 AC Other 2011 RECONSTRUCT $16.220
DAINES PERS IMMON AVENUE STRUCTURE (A C)
AVENUE
BARELA I 113-02 13ARELA AVENUE NA DINE ST REET BROADWAY 48 AC Collector 2011 RE CO NSTRUCT $94,208
STRU CTURE (AC)
ENCINI 05A-04 ENC INITA A VENUE I.IVE OAK LAS T UNAS 65 AC Coll ector 20 11 THICK AC OVERLAY $95.127
AVENUE DRIVE (2.5 INCH ES)
ENC INI 5B-4,5 ENCINITA AVENUF. LAS TUNAS GARIBAL DI 67 AC Collector 20 11 TIIICK AC OVERLAY $144 .813
DRI VE AV ENU E (2.5 INCHES)
GUCKM IJA-02 GLICKMAN AVENUE LOWER AZUSA LA ROSA DRIVE 67 AC Collector 2011 TIIICK AC OVER LAY $101.2 10
ROAD (2.5 INCHES)
GLICKM IJB-02 GLICKMAN AVENUE GREEN STREET 100 N. 66 AC Collector 2011 THICK AC OVF.RLA Y $31.120
RANDW ICK (2.5 INCH ES!
DRIV E
GU CKM IJC-02 GLI CKMAN AVENU E l OON OLIVE STREET 66 AC Collector 2011 THI CK AC OVE RI.A Y $34.603
RAN DWICK (2.5 lNCHESl
DRIV E
GUCKM 13 0-02 GLICKMAN AVENUE BOGUE STR EET LIVE OAK 66 AC Collecto r 2011 THICK AC OV ERLAY $28 .910
AVE NUE (2 .5 INCHES)
GOLDEN 11A2.4 GO LD EN WEST LOWER AZUSA 150 s. 82 AC Coll ector 2011 SINGLE CHIP SF.AL $53.310
AVEN UE ROAO II ALLWOOD
DRIV E
GOLDEN 1113-02 GOLDEN WEST ISO S. I SO N. KEY WEST 82 AC Collecto r 20 11 SINGLE CHIP SEAl. $5.729
AVENUE HALLWOOD STR EET
DRIV E
GOLDEN 11C2 .4 GOLDEN WEST 150 N. KEY WEST BLACKLE Y 1!2 AC Collec tor 2011 SING LE CHIP SEAL $11.742
AVENUE STREl'1 ' STREET
GOLDF.N I ID-02 GOLDEN WEST BLACKLEY OLIVE STREET 1!2 AC Collector 2011 SING I.!:: C:111P SEA l. $6.962
AVENUE STREET
GO !.DEN 11E-02 GOI.DEN WEST Ol.IVF. STREET 14 5 S. DAINF.S 82 AC Collector 2011 SINGLE CHIP SEAL $6,365
AVENUE OR IV F.
GOLD EN l 1F2,4 GOLDEN WEST 145 S. DAINES l.IV EOAK 82 AC Co lle ctor 201 1 SINGLE CH IP SEAL $12.842
AVENUE DRIV E AV ENUE
HALLOW 15A-01 HAL LOWELL A VENUE LOWER AZUSA 1040N.I.OWF.R 39 AC Resi d~ntial/l.ocal 201 1 RECONSTRUCT $14 1.227
ROAD AZUSA ROA D STR UCTURE (AC)
HE LEOA 09A-03 HE LEO A VENUE LOWER AZ USA LA ROSA DRIVE 73 AC Collcc l<lr 201l SING LE CH IP SEAL Sl 5.229
DRIVE
HELEOA 098-04 HELEO AVENUE 580 S. LIVE OAK LIVE OAK 72 AC Collector 2011 SINGLE CHI I' SEAL $4.000
AVENUE AVENUE
Criteria: 15 MTC S treetSaver
SS10!1
Temple City -· Needs -Treatment I Cost Details
Inflation Rate = 3.00 % Printed : 07/20/2009
StiD Sec 10 Street Name Beg Lor End Lor PCI Surrare Functional Class Year Treatment Cost
KEYWF.S 09-03 KEY WEST STREET FRATUS STREET RIO HONDO 79 AC Residential/Local 2011 SINGLE CHIP SEAL $3.740
AVENUE
LAROSA liA-02 LA ROSA DRIVE TEMPLE CITY GOLDEN WEST 46 /\C Collector 2011 RECONSTRUCT $182.135
BOULEVARD AVENUE STRUCTURE (AC)
LAROSA liB-02 LA ROSA DRIVE GOLDENWF.ST 270E. AGNES 46 AC Coll~:ctor 2011 RECONSTRUCT $121.685
AVF.NUF. AVENUE STRUCTURE (ACl
LAROSA llC-02 LA ROSA DRIVE 270 E. AGNF.S 570 E. AGNES 46 AC Collector 2011 RECONSTRUCT $41.870
AVF.NlJE AVENUE STRUCTURE (AC)
LAROSA 110·02 I.A ROSA DRIVE 570 E. AGNES BALDWIN 46 AC Collector 2011 RECONSTRUCT $30.748
AVENUE AVENUE STRUCT URE (AC)
LAROSA 13C-02 LA ROSA DRIVE GLICKMAN ARDEN DRIVE 79 AC Resi c.l cntiai/Local 2011 SINGLE CHII' SEAL $6 .843
AVENUE
LIVIAA 03-05 LIVIA A VENUE LONGDEN EMPEROR 75 AC Collec tor 2011 SINGLE CH IP SEA L $13.41!\
AVENUE AVENUE
LONGDE OJB-05 LONGDEN AVENUE 355 W. I.IVJ A ROSEMEAD 66 AC Collec tor 20 11 THICK AC OVERLAY $50.004
AVF.NUF. ROUJ.VERAD (2 .5 IN CHES)
LONGDE IA-5.6 LONGDEN AVENUE 303 E. BE/EATON 355 W. LIVIA 66 AC Collector 2011 THICK AC OVERLAY $153.215
WH/1153 AVENUE (2.5 INCHES)
MILOAN 17-01 MILOANN STREET 360WEST PERSIMMON 77 AC Rcsidentialll.ocal 2011 TI II N AC OVERLAY $10.923
PERSIM MON AVENUE (15 IN CHES)
AVENUE
OLEMAS OJA-05 OLEMA STREET LIVIA AVENUE ENCINITA 64 AC R csi dcnt i atn.ocal 20 11 SINGLE CHIP SEAL $7.209
AVENUE
STJAME 05-05 SA INT JAMES DRIVE GARIBALDI NO RTH F.ND 64 AC RI!Side ntiR I/Local 20 11 SING LE CIJIP SEAL $2.435
AVENUE
WEDGE W 11-04 WEDGEWOOD STREET SlOWEST GOLDEN WEST 80 AC Residential/Loco I 2011 SINGLE CHIP SEAL $7,73~
GOLDEN WEST AVENUE
AVENUE
WELLAN 17·01 WELLAND A VENUE FREER STRECI' 300 S. LIVE OAK 83 AC Collec tor 2011 SINGL E CI IIP SEAL $22 .626
AVENUE
WOODRU 05-04 WOODRUFF AVENUE F.NCINITA 220 E. ROWLAND 83 AC Collector 2011 SIN GL E CHIP SEAL $43 .110
AVENUE AVENUE
WOOLLE 03-05 WOOLLEY STREET SULTANA ENCINITA S5 AC Rcs idcntialllocnl 2011 THICK AC OVERLAY $77 .658
AVENUE AVENUE (2.5 INCHES)
WORKMA 05 ·04 WORKMAN A VENUE ENCIN ITA 220 E. ROWLAND 67 AC Collector 2011 THICK AC OVERLAY $300.129
AVENUE AVENUE (2.5 INCHES)
A_F.IBA 13 -02 ALLEY F.AST OF DAINES DRIVE l.JVEOAK 59 AC Other 2012 THICK AC OVERLAY $48.991
RALDWIN AVENUE AVENUE (2.5 INCHES)
A_N/I.A 01-04 ALLEY NO RTH Of' LAS SU LTANA ENC INITA 65 AC Othe r 2012 SINGLE CHIP SEAL $6.177
TU NAS DRIVE AVENUE AVENUE
Criteria : 16 MTC S!ree!Saver
S S1011
Temple City -Needs -Treatment I Cost Deta ils
Inflation Rate = 3 .00 % Printed: 07/20/2009
StiD Sec ID Street Name Beg Loc End Loc PCI Surface Functional Chm Year Treatment Cost
J\GNESA IIA-04 AGNES A VENUE LOWER AZUSA 295N. LOWER 75 AC Collector 2012 SINGLE Cl liP SEAL $2 .90 1
ROAD AZUSA ROAD
ALESSA 9A-03 ALESSANDRO A VENUE LOWER AZUSA LA ROSA DRIVE 75 AC Collector 2012 SINGLE CIIIP SEAL $15 .686
ROAD
ALESSA 9B-03 ALESSANDRO A VENUE LA ROSA DRIVE BLACKLEY 75 AC Colkclor 20 12 SINGI.F. CHIP SEAL $8.802
STREET
ALESSI\ 9C-03 ALESSAN DRO A VENUE BLACKLEY OLIVE STREET 75 AC Colle ctor 2012 SINGI.F. CHIP SF.A I. $3.3 87
STREET
ALESSA 90-04 ALESSANDRO AVENUE BRO ADWAY LIVE OAK 75 AC Collector 2012 SI NGLE CHI P SEA l. $8.088
AVENUE
BARTLE 01-06 BARTLETt" AVENUE HERMOSA GARIBALDI 62 AC Collector 2012 THICK AC OVERLAY $60.100
AVENUE AVENUE (2 .5 INCHES)
BLACKL 09-03 BLACKLEY STREET ENCIN ITA 840 E. 72 AC Arteria l 2012 SEAL CRACKS $60
AVENUE CLOVERLY
AVENU E
BROADW I JA -04 BROADWAY TEMPLE CITY 150 W. GOlDEN 79 AC Col l<!c lor 2012 SIN GLE CHIP SEAl. $12 .73 0
BOULEVARD WEST A VF.NUE
BROADW 118-04 BROADWAY ISO W. GOLDEN BALDWIN 79 AC Collecto r 20 12 SINGLE CH IP SEAL $14 .604
WEST A VENUE AVENU E
BUTTON 09-03 BUTTONS A VENUE 3605. OLIVE OLIVE STREET 61 AC Residential/Local 20 12 TH ICK AC OVERI.A Y $18.35 8
STRE ET (2.5 INCHES)
DAINES 098-02 DAINES DRIVE WEST END TEMPLE CITY 80 AC Coll ector 2012 SINGL E CHIP SEAL $2 .254
BOULEVARD
ELMONT 12-01 EL MONTE A VENUE 28SN. LOWER 200 S. LIVE OAK 72 AC Arterial 2012 SEAL CRACKS $154
AZUSA ROAD AVENUE
ENCINI 038-05 ENCINIT A A VENUE WOOLLEY LEMON J\ VENUE 60 AC Collector 2012 THI CK AC OVERLAY S27.53 7
STREET (2.5 INCHES!
ENCINI 07-3.4 ENCINITAAVENUE SPB 492.6 LIVE OAK 68 AC Collector 2012 THICK AC OYF.RLA Y $358.1 23
AVENUE (2.5 INCHES )
GRANDA 17A-01 GRAND A VENUE ELMONTE 260 E. DAL EVIEW 69 AC Collector 2012 THICK AC OVERLAY $134 .333
AVENUE AVENUE (2 .5 INCHF.S)
GRANDA 178-01 GRAND AVENUE 260 E. DALEVIEW SANTA ANITA 69 AC Collector 20 12 THICK AC OVERLAY $36.3 33
AVENUE AVENUE (2 .5 INCHES)
HARKER 07-06 HARKER A VENUE BROADWAY NORTH END 65 AC Resi dential/Local 2012 SINGLE CHIP SEAl. $6.786
IVARAV 01-06 IVARAVENUE HERMOSA LONGDEN 67 AC Collector 2012 SINGLE CHIP SEAL $21.595
DRIVE AVENUE
LAROSA 09-03 LA ROSA DRIVE FRATUS DRIVE TEMI'L ECITY 76 AC Collector 2012 SINGL E CH IP SEAL $25,963
BOULEVARD
LIVEOA 04A-04 LIVE OAK AVENUE ENC INITA BALDWIN 68 AC Arterial 2012 St::ALCRACKS $116
AVENUE AVEN UE
--
Criteria: 17 MTC S lreetSaver
S S 1011
Temple City Needs-T rea t ment I Cos t Det ail s
Infla t ion Rate = 3.00 % Printed : 07/20/2009
StlD Sec lD Street Name Beg Loc End Loc PCI S urface Functio nal C lass Year Treatmen t Cost
·--
PRIMRO 5A-4.5 PRIMROSE AVENUE LIVE OAK FLAHERTY 61 AC Colle ctor 2012 miCK AC OVERLAY S20·t886
AVENUE STREET (2 .5 INCHES)
ROW LAN OS-04 ROWLAND A VENUE LIVE OAK 275 N. 78 AC Collector 2012 SINGLE CHIP SEAL $28.717
AVENUE GARII3ALDI
AVENUE
SULTAN 0 1-06 SULTANA AVENUE LAS TUNAS LONGDEN 79 AC Collector 2012 SINGLE CHIP SEAL $28.602
DRIVE AVENUE
A_N/LA 07-06 ALLEY NORTH OF LAS ENCINITA ALESSANDRO 65 AC Other 2013 SEAL CRACKS $1 0
TUNAS DRIVE AVENUE AVENUE
A_N/LO 15-01 ALL . NORTH OF 305 WEST OF PAL 265 EAST OF PAL 52 AC Other 2013 SEAL CRACKS $14
LOWER AZUSA ROAD MAL AVENUE MAL AVENUE
A_S/FR 17-01 ALLEY SOUTH 01' 3SOWEST PERSIMMON 67 AC Other 2013 SEAL CRACKS $9
FREER STREET PERSIMMON AVENUE
AVENUE
A_SILO 09-03 ALL SOUTH OF ALLEY WEST OF TEMPLE CITY 61 AC Other 2013 THI CK AC OVERLAY $8.816
LOWER AZUSA ROAD TEMPLE CITY BOULEVARD (2.5 INCHES)
BLVD
ACASOD 09-03 ACASODRIVE 325\VEST SERENO DR IVE 76 AC Rcs identini/Local 2013 SING LE CHI P SEAL $3 .292
SERENO DR IVE
AFJCAM 05 -04 ALLEY EAST 01' ALLEY NOR Til WOODR UFF 72 AC Other 20!3 SING LE CHIP SEAL $2 .620
CAMELLIA A VENUE OF LAS TUNAS AVENUE
DRIVE
AE fC LO 05-04 ALLEY EAST OF WORKMAN AS/LAS TUNAS 56 AC Other 2013 SEAL CRACKS $11
CLOVERLY AVENUE AVENUE DRIVE
AEIKAU 05-04 ALLE Y EAST OF WORKMAN ALLEY SOUTH 55 AC Other 2013 SEAL CRACKS $11
KAUFFMAN A VENUE AVENUE Of LAS TUNAS
DRIVE
AF./TC 05-04 ALLEY EAST OF WORKMAN AS/LAS TUNAS 56 AC Other 2013 SEAL CRACKS $11
TEMPLE CITY BLVD AVEN UE DRIVE
AGNESA 05-04 AGNES AVENUE LIVE OAK GARIBALDI 69 AC Collector 2013 SEAL CRA CKS $105
AVENUE AVENUE
ALLEYE 05-04 ALLEY EAST OF ALLEY NORTH WOODR UFF 72 AC Other 2013 SINGLE CHIP SEAL $2.620
CLOVERLY A VENUE OF LAS TU NAS AVENUE
DR IVE
ALLEYN 01 -06 ALLEY NORTH OF 330 W. SULTANA ENCIN ITA 44 AC Other 2013 SEAL CRACKS $36
HERMOSA DRIVE AVENUE AVENUE
ALLEYN 05-04 ALLEY NORTH OF LAS CLOVERLY KAUFFMAN 72 AC Other 2013 SINGLE CHIP SEAL $9,848
TUNAS DRIVE AVENU E AVENUE
ARD END ISA -01 ARDEN DRIV E LOWER AZUSA 630S. FREER 60 AC Coll ec to r 2013 SEAL CRACKS Sl16
ROAD STREET
ARDEND 158-0 1 ARDEN DRIVE 630 S. FREER OLIVE STREET 60 AC Collector 2013 SEAL CRACKS $5 4
STREET
-
Cri teri a : 18 MTC Stree!Saver
SS 1011
Temple City -Needs -Treatment I Cost Details
Inflation Rate = 3.00 % Printed: 07/20/2009
S tiD SecJD S treet Name Beg Loc End Loc P C I S u r ra ce Fun ction al C la ss Year Treatment Cost
ARDEND 15C-OI ARDEN DR IVE OLIVE STREET NADINE STREET 60 AC Collcctur 2013 SEAL CRACKS $9
ARDEND 150-01 ARDEN DRIVE NADINE STREET DAINES DRIVE 60 AC Collo:ctor 2013 SEAL CRACKS $12
ARDSLE 09.03 ARDSLEY DR IVE AN/LOWER 255 N . 56 AC Rt!l;idcntiai/Local 2013 SEA L CRACKS $16
AZUSA ROAD SPARKLcn·
STR EET
ARROWO 15-Q l ARROW OOD STREET PAL MAL 460 E. PAL MA L 72 AC Residential/Local 2013 SINGLE CH IP SF.AL $4 .660
AVENUE AVENUE
ARROWO 17A-0 1 ARROWOOD STREET 225W. DALEV IEW 72 AC Res ide ntial/Local 2013 SINGLE CHIP SEAL $1.64 6
DALE VIEW AVENUE
AVENUE
AS-LAS 05-04 ALLEY SOUTH OF LAS AEIKAUFf'MAN GOLDL:N WEST 53 AC Other 201J SEAL CRACKS $5
TUNAS DRIVE AVENUE AVENU E
AS/LAS 07-06 ALLEY SOUT H OF LAS ROSEMEAD SULTANA 50 AC Other 2013 SEA L CRACKS $14
TUNAS DR!VF. BOULEVARD AVENUE
AS/LOW 11 ·02 ALL . SOUTH Of' TEMPLE CITY AL LEY EAST Of' 66 AC Other 2013 SF.AI. CRACKS $(,
LOWER AZUSA ROAD flOULEVA RD TEMPLE CITY
l3LVD
AVONAV OIA-06 AVON AVENUE LESLIF. DRIVE BURGHARDT 52 AC Coll ector 2013 SEAL CRACKS SIS
ROAD
AVONAV 01 B-06 AVON AVENUE BURGHARDT 225 N. 52 AC Collector 2013 SEAl. CRACKS $7
ROAD l3URGIIARDT
ROAD
AVONAV OIC -0 6 AVON AVENUE GAR IBALDI LONGDEN 51 AC Collector 2013 SEAL CRACKS $5 1
AVENUE AVENUE
AW/TC 05-04 ALLEY WEST OF WORKMAN AS/LAS TUNAS 56 AC OUter 20 13 SEAL CRACKS $11
TEMPLE CIT Y BLVD AVENUE DR IVE
BARELA IIA-02 BARELA AVENUE CAMELLIA OLIVE STREET 52 AC Res iden tial/Local 2013 SEAL CRACKS $23
AV ENU E
BISBYS 09-03 BISBY STREET FIESTA AVENUE TF.MPJ.F. CITY 72 AC Rcsidcntia lll .ocal 2013 SINGLE CHIP SEAL $6.0 71!
BO ULEVARD
BOGUES 13-02 BOGUE STREET BALDWIN GI.ICKMAN 76 AC Residential/Lo cal 20 13 SING LE CHIP SEAL $13.270
AVENUE AVENUE
BURTON 01-06 BURTON AVENUE SOUTH CITY LONGDEN 71 AC Coll ector 2013 SINGLE CH IP SEAL $24.395
LIM IT AVENUE
CAM ELL I I A-02 CAMEL LIA AVENUE LOWE R AZUSA BLACKLEY 63 AC Residen tial/Local 2013 TH ICK AC OVERLAY $141.53 3
ROAD STREET (25 INCHE S)
CAM ELL IIB-02 CAML:LLIA AVEN UE BLACKLEY 460N. 63 AC Rcsidcntioi/L ocal 2013 THICK AC OVERLAY $22.435
STREET BLACKLEY (25 INCHES)
STREET
CLOVER 05A·04 CLOVERLY AVENUE LIVE OAK GARIBALDI 53 AC RcsidcnlinliLl>c DI 2013 SEAL CRACKS $61
AVENUE AV ENUE
Cr iteria : 19 MTC StreetSaver
SS 1011
Temple City --Need s -Treatm e nt I Cost Deta il s
Infl a tio n Rate= 3.00 % Printed: 07/20/2009
StiD Sec ID Street Nam e Beg L oc End Loc PCI S u rface Functional Class Year Treatment Cost
CLOVER 09A-03 CLOVERLY AVENUE GIDLEY STREET LOWER AZUSA 71 AC Residcntial /l .oca1 2013 SING LE CHIP SEAl. $4 .963
ROAD
CRAIGL OJD-05 CRAJGLEE STREET 180 W. GOLDEN GOLDEN WEST 79 AC Rcsidcntin1flocnl 2013 SIN GL E CH IP SEAL $1.5 19
WEST AVENUF. AVENUE
DAINES 09A-03 DAINES DRIV E HILTON AVENUE CLOVERLY 73 AC Collc:ctor 2013 SING LE CH IP SEAL $11.424
AVENUE
DAINES 17-01 DAINES DRIVE El. MONTE SANTA ANITA 81 AC Collector 2013 SINGLE CHIP SEAL $24 .068
AVENUE AV ENUE
DALEVI 17-01 DALEVIEW A VENUE GRAND AVENUE FREER STR F.ET 78 AC Collector 2013 SINGLE Cl II P SEAL $12 .662
DEGASA 13A-01 DEGAS A VENUE GREEN ST REET RANDWICK 52 AC Rcs itlcntial/l .ucal 2013 SEAL CR ACKS $6
DR IV E
DEGA S A IJR-02 DEGAS A VENUE RANDWICK LANDSEER 52 AC Rcsidcntiai/Lu cal 2013 SEAL CRACK S $5
DRIVE STREET
DOREEN 15-01 DOREEN A VENUE LOWER AZUSA FREER STREET 72 AC Reside nti al/Local 2013 SING I. F. CHIP SEAL $25.121
ROAD
EMPERO 03R-OS EMP EROR A VENUE ROSEMEAD OAK AVENUE 81 AC Collector 2013 SINGLE CHif> SEA l. $14 .772
BOULEVARD
ENCINI 05C-OS ENCINITA A VENUE GARIBALDI LONGDEN 70 AC Colle ctor 2013 SINGLE CHIP SEA l. $5 .132
AVENUE AVENUE
FAIRHA 15-01 FAIRHALL STREET 235 W. PAL MAL 460 E. PAL MAL 72 AC Rt:s idcntiai/Local 2013 SINGLE CHIP SF.A l. $5.084
AVENUE AV ENUE
FA IR VI 17B -OI FAIRVIEW AVENUE BF./ARCDA WH / SO E. 71 AC Rcsidcnuai/Lncal 2013 SF.Al.CRACKS S4
McCLI NTOCK
AV ENUE
FARAGO l7A-01 FARAGO AVENUE GRAND AV ENUE FR Ee R STREET 72 AC Residential/Local 2013 SINGL E CHIP SEAl. $12.66 2
FARAGO 17B-Ol FARAGO AVENUE FREER STREET 365 N.I'REER 72 AC Rcsidcn tia i/L<Jca l 20 13 SINGLE CHIP SEAL $2.670
STREET
FLAHER OSA-05 FLA HERTY STRF.F:T ENC INITA EAST END 77 AC Rcsid cntialllocnl 2013 SING LE CHIP SEA L $2 .743
AVENUE
FORTSO 03-05 FORTSON DRIV E LOMAAVENUE ENCINITA 79 AC Rcsidcntialflocal 1013 SING LE CHIP SEAL $4.010
AVENUE
FREERS ISA-01 FREER STREET ARDEN DRIVE HA LLOWELL 76 AC Co llecto r 2013 SEAL CRACKS $12
AVENUE
FREERS ISB-01 FREER STREET HALLOWELL PAl. MAL 76 AC Collector 2013 SEAL CRACKS $51
AVENUE AVENUE
FREERS ISC-01 FREER STREET PAL MAL ELMON TE 76 AC Collec tor 20 13 S EAL CRACKS $21
AVENUE AVENUE
GRACEW 138-02 GRACEWOOD A VEN UE 710 S. LIVE OAK 485 S. LIVE OAK 52 AC R.:sidcntin1Jl.oca1 2013 SEAl. CRA CKS $-1
AV ENUE AVENUE
Criteria : 20 MTC S treelSaver
S $1011
Temple City -Needs -Treatment I Cost ·Details
Inflation Rate = 3.00 % Printed : 07/20/2009
StiD Sec ID Street Name Beg Loc End Loc PCI Surface Functional Class Year Treatment Cost
GRACEW 13C-02 GRACEWOO D AVENUE 485 S . LIVE OAK LIVE OAK 52 AC Rc.~idcntiaVJ.ocal 2013 SEAL CRACKS $6
AVENUE AVENUE
HALDEM 01-06 HALDEMAN STREET BURTON EAST END 77 AC Residcntialll.ocal 2013 SINGLE CIIIP SEAL $2.26!1
AVENUE
HALLOW ISB-01 HALLOWELL AVENUE MIL.OANN FREER STREET 51 AC Residential/Local 20 13 SEAL CRACKS $9
STREET
HALLOW ISC-01 HALLOWELL A VF.NUF. DAINES DRIVE LIV E OAK 51 AC Residential/Local 20 13 SEAL CRACKS $25
AVENUE
HA LLWO 15-02 HALLWOOD DR IV E 215 W. PAl. MAJ. 480 F.. PAl. MAL 72 AC R~sidential/Local 2013 SING Lt.: C111P SEAL $5 .084
AVENUE AVENUE
HOW LAN 11-02 HOWLAND DRIVE GOLDEN WEST BALDWI N 8 1 AC Collector 2013 SINGLE CHit' SEA L $14 .941
AVENUE AVENUE
KAUFFM SB-05 KAUFFMAN A VENUE GARIBALDI LONGDEN 44 AC Collector 2013 SEAL CRACKS $11
AVENUE AVENUE
LAROSA 07-03 LA ROSA DRIVE 350 W. ENC INITA ENCINITA 72 AC RcsidcntinVLocnl 2013 SINGLE CHI P SEAL $3 .939
AVENUE AVENUE
LEMON 03A-05 LEMON A VENUE ENCINffA OAK AVENUE 47 AC Collector 2013 SEAL CRACKS $142
AV ENUE
LEMON 038-05 LEMON AVENUE OAK AVENUE TEMPLE CITY 47 AC Collector 20 13 SEAL CRACKS $58
BOULEVARD
LEMON 03C-05 LEMON A VENUE TEMPLE CITY EAST C ITY LIMIT 45 AC Collector 2013 SF.At. CRACKS $79
BOUL EVARD
LORAST 15-01 LORA STREET PAL MAL 460 E. PAl. MAL 75 AC Residential/Local 2013 SINGLE CHIP SEAL $4 .660
AVENUE AVENUE
LORAST 17-01 LORA STREET 360 WEST PERSIMMON 73 AC Residcn tie.l/l.ocal 2013 SEAL CRACKS $4
PERSIMMON AVENU E
AVENUE
LYNROS 15-01 l.YNROSE STREET 550 W. PAL MAL PAL MAL 72 AC Residential /Local 2013 SINGLE CH IP SEAL S4.024
AVENUE AVENUE
LYNROS 17-01 L YNROSE STREET 415 w. McCULLOCH 72 AC Rcsillcnuai/Local 2013 SINGLE CHIP SEAL S3 .270
McCULLOCll AV ENUE
AVENUE
MCCl JLL 17A-OI McCULLOCH AVENUE FREER STREER DAINES DRIVE 7R AC Collector 2013 SING LE CIIIP SEAL $12 .105
MCCULL 1713-01 McCULLOCH AVEN UE DAINES DRIVE 150 S. L YNROSE 78 AC Colle ctor 2013 SINGLE CH IP SF..A I. $3.545
STREET
MCCULL 17C-OI McCULLOCH A VENUE 150S. LYNROSE 220 S. LIVE OAK 78 AC Collecto r 2013 SINGL E CHIP SEAl. $4.812
STREET AVENUE
MILO AN I S-Ol MILOANN STREET HALLOWELL HALIFA X ROAD 67 AC Residential/Local 2013 SEAl. CRACKS $6
AVENUE
MUSCAT 01-06 MUSCATEL A VENUE SOUTH CITY LONGDEN 67 AC Co llector 20 13 SEAL CRACKS Sl69
LIMIT AVENUE
Criteria: 21 MTC StreetSaver
S S 1011
Temple Ci ty -Needs -Treatment I Cost ·oetails
Inflation Rate = 3.00 % Printed: 07/20/2009
StJD Sec JD Street Name BegLoc End Loc PCI Surface Functional Class Year Treatment Cost
OAKAV 5A-04 OAK AVENUE LIVE OAK GARIBALDI 82 AC Collecto r 2013 SING LE CHI P SEA l. $27 .04 6
AVEN UE AV ENU E
OAKAV 5B-05 OAK AVENUE GARIBALDI LONGDEN 43 AC Collector 20 13 RECONSTRUCT $48 1.218
AVENUE AV ENUE STRUCTURE (AC)
PAL_MA ISA-01 PAL MALL -I.. AZUSA LOWER AZUSA 200N . FRE ER 61 AC Coll ector 2013 SEAL CRAC KS $107
TO FREER ROAD STRE ET
PAI._MA 15B-OI PAL MALL -FREER TO 200N. FREER DAINES DRIVE 61 AC Collector 2013 SEA L CRACKS $46
LIVE OAK STREET
PAL_MA 15C-01 PAL MALL· L. AZUSA DAJNES DRIV E LIV E OAK 61 AC Collecto r 2013 SEA L CRACKS $53
TO FR EER AV ENU E
PEN" I" LA 07-03 PENTLAND STREET ROSEMEAD SULTANA 72 AC Resident ial/Local 20 13 SINGLE CHI P SEAL $1.942
BOULEVARD AV ENUE
PERSIM 17A-01 PERSIMMON AVENUE 200N. LOWER GRAND A VENUE 80 AC Coll ector 2013 SING LE CH IP SEAL $8 .779
AZUSA ROAD
PERS IM 178-01 PIORSIMMON AVENUE GRAND A VENUE DAINES DRIV E 80 AC Collecto r 20 13 SING LE CHIP SEAL $24.767
PERSIM 17C-OI PERSIMMON A VENUE DAINES DRIVE AS/LIVE OAK 80 AC Co llector 2013 SINGLE CHIP SEA L $9.1176
AVENU E
PRIMRO 03-05 PRIMROSE AVENUE LONGDEN NORTH EN D 77 AC R c.~•dcn tiai!L oc al 20 13 SINGLE CHIP SEAL $2 .532
AVENUE
RIOHON 05-04 RI O HONDO AVENUE LIVE OAK WORK MAN 53 AC RcsidcntialiLoc al 2013 SEAL CRACKS $12
AVENUE AVENUE
RJOHON 09..()3 RIO HONDO A VENUE LOWER AZUSA LA ROSA DRJVE 78 AC Coll ector 20 13 SIN GLE CHIP SEAL $1 6.157
ROAD
ROCCUS 01-06 ROCCUS LANE BURTON EAST END 68 AC Residcntial/Locn l 20 13 SINGLE CHIP SEAL $2.364
AVENUE
ROSEGL 15..()1 ROSEGLEN STREET 215 W. PAL MA L 480 E. PAL MAL 72 AC Resid en tial/Loca l 201 3 SIN GLE Ctll P SEAL $5 .084
AVENUE AVE NU E
RYLAND 1313-02 RYLAND AVENUE 290 S. LA ROSA LA RO SA DRIVE 72 AC Res identia l/L ocal 20 13 SINGLE CIIIP SEAL $3.346
DRIVE
SERENO 07-03 SERENO DRIV E ROSEMEAD ENCINI TA 81 AC Collector 20 13 S ING LE CH IP SEAL $35 .622
BO ULE VARD AVEN UE
SPAR KL 099-03 SP ARK LETT STREET AR DSI.F.Y DRIV E TEMPLE CITY 72 AC Rcsidcnt ioi!Lo cal 2013 SIN GLE CJ li P SEAL $2,4 48
BOULEVARD
SPARKL 15-01 SPA RKLETT STREET 2 15 W. PAL MAL 48 0 E. PAL MAL 72 AC Res idential/Local 2013 SINGI.F. CH IP SEAl. $5.084
AVENUE AVENUE
SULTAN 03..()5 SULTANA A VENUE LONGDEN EMPEROR 47 AC Collector 2013 SEAL CRACKS $43
AVENUE AVENUE
SU LTAN 7A·03 SULTANA AVEN UE ACASO DRIVE SE RENO DRIFE 78 AC Colh .. 'Ctur 2013 SINGLE CHI P SEA L $12.606
SULTAN 78-03 SU LTANA AVENUE 1070 s. BROADWA Y 78 AC Coll ector 20 13 SINGLE CHIP SEAL $9.032
BROADWAY
Criteria : 22 MTC S tre etSaver
SS101 1
Temple City
StJD Sec ID Street Name Beg Loc
SULTAN 7C-3 .6 SU LTANA A VENUE BROADWAY
SULTAN 70-06 SU LTANA AVENU E 300 S. LAS
TUNAS DRIVE
TRELAW 03-QS TR ELA WNEY A VENUE SOUTH END
WEN DON 01-()6 WENDON STREET WEST EN D
Wll.DFL 17-Q I WILD FLOWER ROAD WELLAND
AVEN UE
WORTH I 01-06 WORTHI NGTON DRIVE BURTON
AVENUE
Criteria :
-
End Loc
300 S. LAS
TUNA S DRIVE
LAS TUNAS
DRIVE
LEMON AVENUE
AVO N AVENUE
435 E. WEL LAND
AVEN UE
EAST END
23
SS1011
PC J Surrace
64 AC
81 AC
SO AC
77 AC
72 AC
67 AC
Needs-Treatment I Cost"Oetails
Inflation Rate = 3 .00 % Prinled : 07/20/2009
Functional C lass Year Treatment Cost
Coll~cto r 2013 MILL AND THIN $13.37 1
OVERLAY
Collector 2013 SINGI.F. CH IP S EAL S2.7 R6
Re siden tial/Lo cal 20 13 SE AL CRACKS $15
Rcsidc ntia i/Locnl 2013 SINGLE CHI P SEAL $3 .585
Residen tial/Local 20 13 SING LE CHI P SEAL $3 .672
Resident ial/Local 2013 SINGLE CHIP SEA l. $1.829
MTC StreetSaver
APPENDIX
D
Temple City Scenarios -Sections Selected for Treatment
Interest: 5,00% Inflation: 3.00% Printed : 07/20/2009
Scenario: $750,000
Year Budget PMAmt Year Budget PMAmt Year Budget PMAmt
2009 $750 ,000 10% 2010 $750,000 10% 2011 $750.000 10%
2012 $750,000 10% 2013 $750 ,000 10%
--Street Name Begin Location End Location Street ID Section ID FC Surface PCI Cost Rating Treatment
Year; 2009
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_NfLA 01-04 0 AC 74 $5 ,652 37,550 SINGLE CH IP SEAL
TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AE/CAM 05-04 0 AC 76 $2,327 36,054 SINGLE CH IP SEAL
CAMELLIA AVENUE TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNESA 11A-04 c AC 75 $2,655 38,509 SINGLE CHIP SEAL
ROAD
AGNES AVENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 11B-02 c AC 74 $12,450 38,79 0 SINGLE CH I P SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 74 $13,410 38 ,790 SINGLE CH IP SEAL
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALESSA 9A-03 c AC 75 $14 .355 38 ,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALESSA 98-03 c AC 75 $8,055 38 ,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALESSA 9C-03 c AC 75 $3,100 38 ,507 SINGLE CH IP SEAL
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALESSA 9D-04 c AC 75 $7.4 01 38 ,507 SINGLE CH IP SEAL
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYE 05-04 0 AC 76 $2,327 38 .054 SINGLE CHIP SEAL
CLOVERLY AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 76 $6.750 36 ,05 5 SINGLE CHIP SEAL
TUNAS DRIVE
ALLEY WEST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYW 05-04 0 AC 77 $2 ,327 38 ,200 SINGLE CHIP SEAL
CITY BLVD TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 76 $4 ,1 40 38,077 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W . DALEVIEW DALEVIEW AVENUE ARROWO 17A-01 R AC 76 $1 ,463 38,066 SINGLE CHIP SEAL
AVENUE
BISBY STREET FIESTA AVENUE TEMPLE CITY BISBYS 09-03 R AC 75 $5.400 37,999 SINGLE CHIP SEAL
BOULEVARD
BOGUE STREET 355 W . EL MONTE EL MONTE AVENUE BOGUE 156-01 R AC 79 $2,485 30 ,385 SINGLE CHIP SEAL
AVENUE
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01 -06 c AC 78 $21 ,675 40,023 SINGLE CHIP SEAL
CAMBURY AVENUE OLIVE STREET LIVE OAK AVENUE CAM BUR 11-2.4 R AC 76 $7 ,763 37 .968 SING LE CH IP SEAL
--Treatment from Project Selection 1 MTC Stre etSa ver
Scenarios Criteria: SS1026
Street Name Begin Location End Location Street ID ~ .. .;tion 10 FC Surface PCI Cost Rating Treatmen,
·--------------·-·--·--------------------·--
CAMELLIA AVENUE
CLOVERLY AVENUE
CLOVERLY AVENUE
CLOVERLY AVENUE
CLOVERLY AVENUE
CLOVERLY AVENUE
CLOVERLY AVENUE
CLOVERLY AVENUE
CRAIGLEE STREET
CRAIGLEE STREET
DALEVIEW AVENUE
DANBURY STREET
DOREEN AVENUE
DUFFY STREET
ENCINITA AVENUE
FAIRHALL STREET
FARAGO AVENUE
FARAGO AVENUE
FIESTA AVENUE
HALLWOOD DRIVE
HALLWOOD DRIVE
HARKER AVENUE
HELEO AVENUE
HELEO AVENUE
IVARAVENUE
KEY WEST STREET
LA ROSA DRIVE
LIVE OAK AVENUE
GIDLEY STREET
LOWER AZUSA ROAD
150 S . KENNERLY
STREET
150 N . KENNERLY
STREET
OLIVE STREET
930 N. GARIBALDI
AVENUE
LOWER AZUSA ROAD
150 S . KENNERLY
STREET
150 N . KENNERLY
STREET
OLIVE STREET
BROADWAY
CAM ELL
CLOVER
CLOVER
CLOVER
CLOVER
CLOVER
BROADWAY WEDGEWOODSTREET CLOVER
WEDGEWOOD STREET LIVE OAK AVENUE CLOVER
BARELA AVENUE 135 E. BARELA AVENUE CRAIGL
135 E. BARELA AVENUE 300 E. BARELA AVENUE CRAIGL
GRAND AVENUE
375 W . PAL MAL
AVENUE
LOWER AZUSA ROAD
835 W . BALDWIN
AVENUE
GARIBALDI AVENUE
235 W . PAL MAL
AVENUE
GRAND AVENUE
FREER STREET
BISBY STREET
GOLDEN WEST
AVENUE
215W. PAL MAL
AVENUE
BROADWAY
LOWER AZUSA DRIVE
580 S. LIVE OAK
AVENUE
HERMOSA DRIVE
GOLDEN WEST
AVENUE
350 W . ENCINITA
AVENUE
FREER STREET
PAL MAL AVENUE
FREER STREET
BALDWIN AVENUE
LONGDEN AVENUE
460 E. PAL MAL
AVENUE
FREER STREET
365 N . FREER STREET
LA ROSA DRIVE
AGNES AVENUE
480 E. PAL MAL
AVENUE
NORTH END
LA ROSA DRIVE
LIVE OAK AVENUE
LONGDEN AVENUE
AGNES AVENUE
ENCINITA AVENUE
DALEVI
DAN BUR
DOREEN
DUFFYS
ENCINI
FAIRHA
FARAGO
FARAGO
FIESTA
HALLWO
HALLWO
HARKER
HELEOA
HELEOA
IVARAV
KEYWES
LAROSA
**-Treatment from Project Selection
Scenarios Criteria:
2
SS1026
05-4.5
09A·03
098-03
09C-03
09D-03
09E-03
09F-04
09G..Q3
03B-05
03C·05
17-01
15..01
15..()1
11-04
05C·05
15-01
17A-01
178-01
09-03
11-02
15·02
07-06
09A..Q3
09B..Q4
01-06
11..02
07-03
c
R
c
c
c
c
c
c
R
R
c
R
R
R
c
R
R
R
R
R
R
R
c
c
c
R
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
72
75
72
72
72
72
72
72
76
76
79
78
76
76
77
76
76
76
78
77
76
74
73
72
75
76
76
532,265
$4,410
$18,360
$2,803
$9,630
$9,550
$4,275
$4,560
$1 .013
$619
$11,250
$3,375
$22 ,320
$6 ,262
$4,560
S4 ,518
$11 ,250
$2,372
$17,280
$4 ,950
$4,518
$6,210
$14,355
$3,770
$19.762
$4 ,950
$3 ,500
37.154 S INGLE CHIP SEAL
37.596 SINGLE CHIP SEAL
36 .735 SINGLE CHIP SEAL
36,738 SINGLE CHIP SEAL
36.738 SINGLE CHIP SEAL
36 ,738 SINGLE CHIP SEAL
36 ,738 SINGLE CHIP SEAL
36 ,738 SINGLE CHIP SEAL
37,847 SINGLE CHIP SEAL
37.847 SINGLE CHIP SEAL
41 .019 SINGLE CHIP SEAL
38.278 SINGLE CHIP SEAL
38,077 SINGLE CHIP SEAL
37,968 SINGLE CHIP SEAL
40,511 SINGLE CHIP SEAL
38,077 SINGLE CHIP SEAL
38,066 SINGLE CHIP SEAL
38,066 SINGLE CHIP SEAL
38,266 SINGLE CHIP SEAL
37,949 SINGLE CHIP SEAL
38,077 SINGLE CHIP SEAL
37,555 SINGLE CHIP SEAL
37,531 SINGLE CHIP SEAL
36 .534 SINGLE CHIP SEAL
39,023 SINGLE CHIP SEAL
37,968 SINGLE CHIP SEAL
38,060 SINGLE CHIP SEAL
MTC StreetSaver
Street Name
LA ROSA DRIVE
L YNROSE STREET
L YNROSE STREET
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
OLEMA STREET
PENTLAND STREET
PENTLAND STREET
RANCHO REAL ROAD
RIO HONDO AVENUE
ROCCUS LANE
ROSEGLEN STREET
RYLAND AVENUE
RYLAND AVENUE
RYLAND AVENUE
SPARKLETI STREET
SPARKLETI STREET
SPARKLETI STREET
SAINT JAMES DRIVE
SULTANA AVENUE
SULTANA AVENUE
SULTANA AVENUE
WILDFLOWER ROAD
WILLMONTE AVENUE
WORTHINGTON DRIVE
Begin Location End Location Street 10
FRATUS DRIVE TEMPLE CITY LAROSA
BOULEVARD
550 W. PAL MAL PAL MAL AVENUE L YNROS
AVENUE
415 W . McCULLOCH McCULLOCH AVENUE L YNROS
AVENUE
FREER STREER DAINES DRIVE MCCULL
DAINES DRIVE 150 S . L YNROSE MCCULL
STREET
150 S. L YNROSE 220 S. LIVE OAK MCCULL
STREET AVENUE
LIVIAAVENUE ENCINITAAVENUE OLEMAS
ROSEMEAD SULTANAAVENUE PENTLA
BOULEVARD
ENCINITA AVENUE 890 E. CLOVERLY PENTLA
AVENUE
ROSEMEAD LOMA AVENUE RANCHO
BOULEVARD
LOWER AZUSA ROAD LA ROSA DRIVE RIOHON
BURTON AVENUE EAST END ROCCUS
215 W . PAL MAL 480 E. PAL MAL ROSEGL
AVENUE AVENUE
LOWER AZUSA ROAD
290 S. LA ROSA DRIVE
DAINES DRIVE
FRATUS DRIVE
ARDSLEY DRIVE
215 W . PAL MAL
AVENUE
GARIBALDI AVENUE
ACASODRIVE
1070 S. BROADWAY
BROADWAY
WELLAND AVENUE
LOWER AZUSA ROAD
BURTON AVENUE
290 S. LA ROSA DRIVE RYLAND
LA ROSA DRIVE RYLAND
BOGUE STREET RYLAND
ALESSANDROAVENUE SPARKL
TEMPLE CITY
BOULEVARD
480 E. PAL MAL
AVENUE
NORTH END
SERENO DRIFE
BROADWAY
300 S . LAS TUNAS
DR IVE
435 E. WELLAND
AVENUE
DUFFY STREET
EAST END
SPARKL
SPARKL
STJAME
SULTAN
SULTAN
SULTAN
WILDFL
WILLMO
WORTH I
** -Treatment from Project Selection
Scenarios Criteria:
3
SS1026
5~o~tioniD
09-03
15-01
17-01
17A-01
17B-01
17C-01
03A..Q5
07-03
09-03
07-03
09-03
01-06
15-01
13A-02
13B-02
13C-02
09A-03
09B-03
15-01
05..()5
7A-03
7B-03
7C-3,6
17-01
11-2.4
01-06
FC Surface PCI
C AC 76
R AC 76
R AC 76
c ~ ~
C ~ N
C AC 79
R ~ 72
R ~ ffl
R AC 76
R AC 71
C ~ N
R ~ ro
R ~ ro
R
R
R
R
R
R
R
c
c
c
R
R
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
77
76
77
76
76
76
72
79
79
71
76
77
75
Cost
$23 .760
$3 ,575
$2,905
$10 ,755
$3,150
$4 ,275
$6.795
$1 ,725
$25,425
$13 ,050
$14,355
$2 ,100
$4 .518
$11 ,700
$2,972
$6.000
$5.250
$2 ,175
$4,518
$2,295
$11 ,200
$8,025
$2 ,700
$3,263
$14 ,475
$1 ,625
Rating Treatment
39 ,848 SINGLE CHIP SEAL
38,077 SINGLE CHIP SEAL
38,069 SINGLE CHIP SEAL
41 ,028 SINGLE CHIP SEAL
41,028 SINGLE CHIP SEAL
41 ,028 SINGLE CHIP SEAL
37,419 SINGLE CHIP SEAL
38 ,056 SINGLE CHIP SEAL
37 ,974 SINGLE CHIP SEAL
37,260 SINGLE CHIP SEAL
40,979 SINGLE CHIP SEAL
38,042 SINGLE CHIP SEAL
38,078 SINGLE CHIP SEAL
37 .949 SINGLE CHIP SEAL
38 ,056 SINGLE CHIP SEAL
37.949 SINGLE CHIP SEAL
37,970 SINGLE CHIP SEAL
38,062 SINGLE CHIP SEAL
38.077 SINGLE CHIP SEAL
37,423 SINGLE CHIP SEAL
40,994 SINGLE CHIP SEAL
40,994 SINGLE CHIP SEAL
31 ,839 SINGLE CHIP SEAL
38,068 SINGLE CHIP SEAL
37,949 SINGLE CHIP SEAL
37,697 SINGLE CHIP SEAL
MTC StreetSaver
Street Name -Begin Location End Location Street ID ~..:tioniD FC Surface PCI Cost Rating Treatmem
·-
ZADELLAVENUE 545 S. OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 76 $4,905 37 ,968 SINGLE CHIP SEAL
Treatment T otal $555,912
LONGDEN AVENU E EAST CTY LIMIT KAUFFMAN AVENUE LONG DE 05D-05 c AC 87 $1 ,000 81.920 SLURRY SEAL
TEMPLE CITY LIVE OAK AVENUE BROADWAY TEMPLE 8B-04 A AC 87 $7.958 120.948 SLURRY SEAL
BOULEVARD
TEMPLE CITY 560 S . LOWER AZUSA BNIEATON WH/1051 TEMPLE 8D-02 A AC 88 $6.267 125,162 SLURRY SEAL
BOULEVARD ROAD
TEMPLE CITY BN/EATON WH/1051 BS/EATON WH/1051 TEMPLE 8E-02 A AC 87 $419 120.948 SLURRY SEAL
BOULEVARD
TEMPLE CITY BS/EATON WH/1051 SPB493.3 TEMPLE 8F-02 A AC 88 $1 .833 125.162 SLURRY SEAL
BOULEVARD
Treatment Total $17.477
AGNES AVENUE LIVE OAK AVENUE GARIBALDI AVENUE AGNESA 05-04 c AC 100 $104,742 36 ,609 THIN AC OVERLA Y(1 .5
INCHES)
FREER STREET ARDEN DRIVE HALLOWELL AVENUE FREERS 15A-01 c AC 100 $12,342 33 ,830 THIN AC OVERLAY(1.5
INCHES)
Treatment Total $117.084
Year 2009 Total $690,474
Year: 2010
BROADWAY T EMPLE CITY 150 W . GOLDEN WEST BROADW 11A-04 c AC 75 $12 ,000 31,374 S INGLE CHIP SEAL
BOULEVARD AVENUE
BROADWAY 150 W . GOLDEN WEST BALDWIN AVENUE BROADW 11B-04 c AC 75 $13 ,766 3 1,374 S INGLE CHIP SEAL
AVENUE
CAMELLIA AVENUE LIVE OAK AVENUE 930 N. GARIBALDI CAM ELL 05-4.5 c AC 78 $33 ,233 39 ,560 S INGLE CHIP SEAL
AVENUE
CLOVERLY AVENUE LOWER AZUSA ROAD 150 S. KENNERLY CLOVER 09B-03 c AC 78 $18,911 39.157 S INGLE CHIP SEAL
STREET
CLOVERLY AVENUE 150 S . KENNERLY 150 N . KENNERLY CLOVER 09C-03 c AC 78 $2 ,887 39,160 S INGLE CHIP SEAL
STREET STREET
CLOVERLY AVENUE 150 N . KENNERLY OLIVE STREET CLOVER 09D.Q3 c AC 78 $9,919 39,160 SINGLE CHIP SEAL
STREET
CLOVERLY AVENUE OLIVE STREET BROADWAY CLOVER 09E-03 c AC 78 $9,836 39,160 SI NGLE CHIP SEAL
CLOVERLY AVENUE BROADWAY WEDGEWOOD ST REET CLOVER 09F-04 c AC 78 $4,403 39,160 SINGLE CHIP SEAL
CLOVERLY AVENUE WEDGEWOOD STREET LIVE OAK AVENUE CLOVER 09G-03 c AC 78 $4,697 39,160 SINGLE CHIP SEAL
DAINES DRIVE EL MONTE AVENUE SANTA ANITA AVENUE DAINES 17-01 c AC 78 $22.026 34.600 SINGLE CHIP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN AVENUE HOWLAN 11-02 c AC 78 $13,673 34 ,519 SINGLE CHIP SEAL
AVENUE
.... -Treatment from Project Selection 4 MTC StreetSaver
Scenarios Criteria: SS1026
Street Name Begin Location End Location Street 10 ~ ... .:tion 10 FC Surface PCI Cost Rating Treatmem.
-
McCULLOCH AVENUE 220 SOUTH LIVE OAK LIVE OAK AVENUE MCCULL 17D-01 R AC 78 $1 ,133 30 ,669 SINGLE CHIP SEAL
AVENUE
OAK AVENUE LIVE OAK AVENUE GARIBALDI AVENUE OAKAV 5A-04 c AC 78 $24 ,751 33,209 SINGLE CHIP SEAL
PERSIMMON AVENUE 200 N . LOWER AZUSA GRAND AVENUE PERSIM 17A-01 c AC 76 $8,034 33,550 SINGLE CHIP SEAL
ROAD
PERSIMMON AVENUE GRAND AVENUE DAINES DRIVE PERSIM 176-01 c AC 76 $22 ,665 33,550 SINGLE CHIP SEAL
PERSIMMON AVENUE DAINES DRIV E AS/LIVE OAK AVENUE PERSIM 17C-01 c AC 76 $9,038 33,550 SINGLE CHIP SEAL
PRIMROSE AVENUE FLAHERTY STREET LONGDEN AVENUE PRIMRO 5B-05 c AC 77 $6,953 38 ,323 SINGLE CHIP SEAL
RANCHO REAL ROAD ROSEMEAD LOMAAVENUE RANCHO 07-03 R AC 79 $13,442 37,245 SINGLE CHIP SEAL
BOULEVARD
SERENO DRIVE ROSEMEAD ENCINITA AVENUE SERENO 07-03 c AC 78 $32 ,600 34 ,522 SINGLE CH IP SEAL
BOULEVARD
SULTANA AVENUE BROADWAY 300 S. LAS TUNAS SULTAN 7C-3,6 c AC 77 $2 ,781 33,271 SINGLE CHIP SEAL
DRIVE
Treatme nt Total $266,746
FREER STREET EL MONTE AVENUE McCULLOCH AVENUE FREERS 17A-0 1 c AC 89 $5,54 1 91 ,244 SLURRY SEAL
FREER STREET McCULLOCH AVENUE DALEVIEW AVENUE FREERS 17B-01 c AC 89 $1 ,848 91,244 SLURRY SEAL
FREER STREET DALEVIEW AVENUE FARAGO AVENUE FREERS 17C-01 c AC 89 S2 ,549 91 ,244 SLURRY SEAL
FREER STREET FARAGO AVENUE SANTA ANITA AVENUE FREERS 17D-01 c AC 89 $1 ,674 91 ,244 SLURRY SEAL
KAUFFMAN AVENUE LOWER AZUSA ROAD BLACKLEY STREET KAUFFM 11-02 c AC 89 $14,060 91 ,089 SLURRY SEAL
LIVE OAK AVENUE 760 E . BALDWIN GLICKMAN AVENUE LIVEOA 4C-02 A AC 90 $2.884 81 ,052 SLURRY SEAL
AVENUE
TEMPLE CITY BROADWAY 560 S . LOWER AZUSA TEMPLE 8C-02 A AC 87 $37,01 1 123,920 SLURRY SEAL
BOULEVARD ROAD
WEDGEWOOD STREET 570 EAST CLOVERLY 700 EAST CLOVERLY WEDGEW 09C-04 R AC 90 $558 71 ,848 SLURRY SEAL
AVENUE AVENUE
Treatment Total $66,125
FREER STREET HALLOWELL AVENUE PAL MAL AVENUE FREERS 15B-0 1 c AC 100 $52 ,209 34,333 THIN AC OVERLAY(1.5
INCHES)
FREER STREET PAL MAL AVENUE EL MONTE AVENUE FREERS 15C-01 c AC 100 $21,527 34,333 T HIN A C OVERLAY(1.5
INCHES)
GOLDEN WEST AVENUE LIVE OAK AVENUE GARIBALDI AVENUE GOLDEN 05-4 ,5 c A C 100 $161 ,113 33,963 T HIN AC OVERLAY(1 .5
INCHES)
MUSCATEL AVENUE SOUTH CITY LIMIT LONGDEN AVENUE MUSCAT 01-06 c AC 100 $173 ,349 35,471 THIN AC OVERLA Y(1 .5
INCHES)
Treat ment Total $408,197
Year 2010 Total $741,068
•• -Treatment from Project Selection 5 MTC StreetSaver
Scenarios Criteria: SS10 26
Street Name Begin location End Location Street ID St. ... tioniD FC Surface PCI Cost Rating Treatment ·
-----~-----·-------
Year: 2011
ACASODRIVE 325 WEST SERENO SERENO DRIVE ACASOD 09-03 R AC 73 $3,103 28,4 18 SING LE CHIP SEAL
DRIVE
AGNES AVENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 11B-02 c AC 78 $13 ,208 38,510 SINGLE CHIP SEA L
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 78 $14 ,227 38,5 10 SINGLE CHIP SEAL
BOGUE STREET 455W. PAL MAL PAL MAL AVENUE BOGUE 15A·01 R AC 75 $4,344 29,220 SINGLE CHIP SEAL
AVENUE
BOGUE STREET BALDWIN AVENUE GLICKMAN AVENUE BOGUES 13-02 R AC 73 $12 ,508 28,414 SINGLE CHIP SEAL
GOLDEN WEST AVENUE LOWER AZUSA ROAD 150 S. HALLWOOD GOLDEN 11A2.4 c AC 76 $53,310 33,551 SINGLE CHIP SEAL
DRIVE
GOLDEN WEST AVENUE 150 S. HALLWOOD 150 N. KEY WEST GOLDEN 11B-02 c AC 76 $5,729 33,551 SINGLE CHIP SEAL
DRIVE STREET
GOLDEN WEST AVENUE 150 N. KEY WEST BLACKLEY STREET GOLDEN 11C2.4 c AC 76 $11 .742 33,551 SINGLE CHIP SEAL
STREET
GOLDEN WEST AVENUE BLACKLEY STREET OLIVE STREET GOLDEN 11D-02 c AC 76 $6,962 33,551 SINGLE CHIP SEAL
GOLDEN WEST AVENUE OLIVE STREET 145 S. DAINES DRIVE GOLDEN 11E-02 c AC 76 $6,365 33,551 SINGLE CHIP SEAL
GOLDEN WEST AVENUE 145 S. DAINES DRIVE LIVE OAK AVENUE GOLDEN 11F2,4 c AC 76 $12,842 33,551 SINGLE CHIP SEAL
HELEO AVENUE LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA 09A-03 c AC 77 $15,229 37,507 SINGLE CHIP SEAL
HELEO AVENUE 580 S . LIVE OAK LIVE OAK AVENUE HELEOA 09B-04 c AC 77 $4 ,000 37,603 SINGLE CH IP SEAL
AVENUE
KEY WEST STREET FRATUS STREET RIO HONDO AVENUE KEYWES 09-03 R AC 77 $3,740 30 ,820 SINGLE CHIP SEAL
LA ROSA DRIVE BALDWIN AVENUE RYLAND AVENUE LAROSA 13A-02 R AC 76 $7.055 29 ,962 SINGLE CHIP SEAL
LA ROSA DRIVE RYLAND AVENUE GLICKMAN AVENUE LAROSA 13B-02 R AC 76 $6,652 29,965 SINGLE CHIP SEAL
LA ROSA DRIVE GLICKMAN AVENUE ARDEN DRIVE LAROSA 13C·02 R AC 77 $6.843 30,823 SINGLE CHIP SEAL
LIVIA AVENUE LONGDEN AVENUE EMPEROR AVENUE LIVIAA 03-05 c AC 77 $13 .4 15 37,588 SINGLE CHIP SEAL
LORA STREET PAL MAL AVENUE 460 E. PAL MAL LORAST 15-01 R AC 73 $4,392 28,222 SINGLE CHIP SEAL
AVENUE
OLEMA STREET LIVIA AVENUE ENCINITAAVENUE OLE MAS 03A-05 R AC 78 $7 ,209 36,011 SINGLE CHIP SEAL
RANDWICK DRIVE 545 W. DEGAS AVENUE DEGAS AVENUE RANDWI 13A-02 R AC 75 $5 ,204 29,189 S INGLE CHIP SEAL
SAINT JAMES DRIVE GARIBALDI AVENUE NORTH END STJAME 05-05 R AC 78 $2 ,435 36,014 SINGLE CHIP SEAL
WEDGEWOOD STREET 810 WEST GOLDEN GOLDEN WEST WEDGEW 11-04 R AC 79 $7,734 31 ,804 SINGLE CHIP SEAL
WEST AVENUE AVENUE
WELLAND AVENUE FREER STREET 300 S . LIVE OAK WELLAN 17-01 c AC 78 $22,626 36 ,101 SINGLE CHIP SEAL
AVENUE
WENDON AVENUE 310W. ROWLAND ROWLAND AVENUE WEN DON 05C-05 R AC 76 $2,467 29 ,959 SINGLE CHIP SEAL
AVENUE
** -Treatment from Project Selection 6 MTC StreetSaver
Scenarios Criteria: SS 1026
Street Name Begin Location End Location Street 10 ~ ..... tion ID FC Surface PCI Cost Rating Treatmem-
----
WOODRUFF AVENUE ENCINITA AVENUE 220 E . ROWLAND WOODRU 05-04 c AC 78 $43,110 35,980 SINGLE CHIP SEAL
AVENUE
--Treatment Total $296,450
ALLEY WEST OF AN/DANBURY STREET 330 N. AN/DANBURY A_ WIPE 17-01 0 AC 86 $530 70,475 SLURRY SEAL
PERSIMMON AVENUE STREET
LOWER AZUSA ROAD BALDWIN AVENUE 113 E . BALDWIN LOWER 06C-02 A AC 69 $1,032 67 ,037 SLURRY SEAL
AVENUE
SANTA ANITA AVENUE GRANO AVENUE LIVE OAK AVENUE SANTAA 14-01 A AC 89 $46 ,031 87.043 SLURRY SEAL
Treatment Total $47,594
ARDEN DRIVE 630 S. FREER STREET OLIVE STREET AROEND 15B-01 c AC 100 $86,640 26,314 T HICKAC OVERLAY(2.5
INCHES)
ARDEN DRIVE OLIVE STREET NADINE STREET AROEND 15C-01 c AC 100 $14 ,853 26,314 THICKAC OVERLAY(2.5
INCHES )
ARDEN DRIVE NADINE STREET DAINES DRIVE ARDEND 15D-01 c AC 100 $18 ,778 26,314 T HICK AC OVERLAY(2.5
INCHES)
AVON AVENUE LESLIE DRIVE BURGHARDT ROAD AVONAV 01A-06 c AC 100 $24 ,348 26,255 THICKAC OVERLAY(2 .5
INCHES)
AVON AVENUE BURGHARDT ROAD 225 N. BURGHARDT AVONAV 01B-06 c AC 100 $11 ,935 26,255 THICKAC OVERLAY(2 .5
ROAD INCHES)
Treatment Total $156,553
ALLEY NORTH OF LAS ENCINITAAVENUE ALESSANDRO AVENUE A_N/LA 07..06 0 AC 100 $9,091 27,287 THIN AC OVERLA Y(1.5
TUNAS DRIVE INCHES)
ALLEY WEST OF TEMPLE ALLEY SOUTH OF ARDSLEY DRIVE A_WITE 09-03 0 AC 100 $10,386 25,947 THIN AC OVERLAY(1 .5
CITY BLVD LOWER AZUSA RD. INCHES)
HERMOSA DRIVE BURTON AVENUE ENCINITA AVENUE HERMOS 01..06 c AC 100 $188,819 32 ,393 THIN AC OVERLAY(1 .5
INCHES)
LORA STREET 360 WEST PERSIMMON PERSIMMON AVENUE LORAST 17-01 R AC 100 $10,923 27,363 THINACOVERLAY(1.5
AVENUE INC HES)
Treatment Total $219,219
Year 2011 Total $719,817
Year: 2012
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_NILA 01-04 0 AC 78 $6,177 34,809 SINGLE CHIP SEAL
TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N . LOWER AZUSA AGNESA 11A·04 c AC 77 $2,901 37,115 SINGLECHIPSEAL
ROAD
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALESSA 9A-03 c AC 77 $15 ,686 37,112 SINGLE CHIP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALES SA 9B-03 c AC 77 $8 .802 37,112 SINGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALES SA 9C-03 c AC 77 $3,387 37,112 SINGLE CHIP SEAL
•• -Treatment from Project Selection 7 MTC StreetSaver
Scenarios Criteria . SS102 6
Street Name Begin Location End Location Street ID be.:tion 10 FC Surface PCI Cost Rating Treatmem
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALESSA 90-04 c AC 77 $8 ,088 37 ,112 SINGLE CH IP SEAL
BROADWAY TEMPLE CITY 150 W . GOLDEN WEST BROADW 11 A-04 c AC 78 $12 ,730 3 0,579 SINGLE CHIP SEAL
BOULEVARD AVENUE
BROADWAY 150 W . GOLDEN WEST BALDWIN AVENUE BROADW 118-04 c AC 78 $14 ,604 30,579 SINGLE CHIP SEAL
AVENUE
DAINES DRIVE WEST END TEMPLE CITY DAINES 09B-02 c AC 78 $2,254 31,67 5 SINGLE CHI P SEAL
BOULEVARD
HARKER AVENUE BROADWAY NORTH END HARKER 07-06 R AC 78 $6 ,786 34,81 3 SINGLE CHIP SEAL
IVARAVENUE HERMOSA DRIVE LONGDEN AVENUE IVARAV 01-06 c AC 76 $21 ,595 36,122 SINGLE CHIP SEAL
LANDSEER STREET 170 W . DEGAS AVENUE GLICKMAN AVENUE LANDSE 13-02 R AC 78 $4 ,319 32,098 SINGLE CHIP SEAL
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 78 525,963 36,958 SINGLE CHIP SEAL
BOULEVARD
LA ROSA DRIVE ARDEN DRIVE KEY WEST STREET LAROSA 15-01 R AC 77 $7 ,297 31 ,123 SINGLE CHIP SEAL
NOEL DRIVE 450 S. OLIVE STREET 500 N. BROADWAY NOELDR 7A-3,6 R AC 78 $9,343 32,098 SINGLE CHIP SEAL
ROWLAND AVENUE LIVE OAK AVENUE 275 N. GARIBALDI ROW LAN 05-04 c AC 77 $28 ,717 37,162 S ING LE CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN AVENUE SULTAN 01-06 c AC 78 $28,602 36,986 SINGLE CHIP SEAL
T reatment T otal $207,251
ALLEY WEST OF DUFFY STREET ALLEY SOUTH OF LIVE A_W/BA 11-04 0 AC 91 $501 46,807 SLURRY SEAL
BALDWIN AVENUE OAK AVENUE
BALDWIN AVENUE LOWER AZUSA ROAD LIVE OAK AVENUE BALOW! 10-02 A AC 87 $60,889 89,950 SLURRY SEAL
BROADWAY BW/EATONWH/1698 BE/EATON WH/1698 BROADW 07A-03 c AC 9 1 $209 72 ,103 SLURRY SEAL
FRATUS DRIVE BLACKLEY STREET OLIVE STREET FRATUS 09B-03 R AC 90 $3,387 75,454 SLURRY SEAL
Treatment Tot al $64,987
ENCINITA AVENUE LIVE OAK AVENUE LAS TUNAS DRIVE ENCINI 05A-04 c AC 100 $97.981 25 .392 THICK AC OVER LA Y(2.5
INCHES)
GLICKMAN AVENUE GREEN STREET 100 N. RANDWICK GLICKM 13B-02 c AC 100 $32 ,053 25,305 THICK AC OVERLA Y(2.5
DRIVE INCHES)
WORKMAN AVENUE ENCINITA AVENUE 220 E . ROWLAND WORKMA 05-04 c AC 100 $309.132 25,462 THICK AC OVERLA Y(2 .5
AVENUE INCHES)
Treatment Total $439,167
ALL. NORTH OF LOWER TEMPLE CITY ALLEY EAST TEMPLE A_NILO 11 -02 0 AC 100 $5 ,048 22 ,708 THIN AC OVERLAY (1.5
AZUSA ROAD BOULEVARD CITY BLVD . INCHES)
FAIRVIEW AVENUE BEIARCDA WHI 50 E. McCLINTOCK FAIRVI 178-01 R AC 100 $9,424 25,895 THIN AC OVERLAY (1.5
AVENUE INCHES)
LA ROSA DRIVE 360 WEST PERSIMMON PERSIMMON AVENUE LAROSA 17-01 R AC 100 $11 ,251 25,340 THIN AC OVERLAY(1 .5
AVENUE INCHES )
Treatment T otal $25,723
""' -Treatment from Project Selection 8 MTC Slree!Saver
Scenarios Criteria: SS1026
Street Name
Year: 2013
ALLEY EAST OF
CAMELLIA AVENUE
ALLEY EAST OF
CLOVERLY AVENUE
ALLEY NORTH OF LAS
TUNAS DRIVE
ARROWOOD STREET
ARROWOOD STREET
BISBY STREET
BLACKLEY STREET
BURTON AVENUE
CLOVERLY AVENUE
DAINES DRIVE
DALEVIEWAVENUE
DOREEN AVENUE
EMPEROR AVENUE
ENCINITA AVENUE
FAIRHALL STREET
FARAGO AVENUE
FARAGO AVENUE
FLAHERTY STREET
HALDEMAN STREET
HALIFAX ROAD
HALIFAX ROAD
HALLWOOD DRIVE
HOWLAND DRIVE
LA ROSA DRIVE
Begin Location End Location Street 10
ALLEY NORTH OF LAS WOODRUFF AVENUE AEICAM
TUNAS DRIVE
ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYE
TUNAS DRIVE
CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN
PAL MAL AVENUE 460 E. PAL MAL ARROWO
AVENUE
225 W . DALEVIEW DALEVIEW AVENUE ARROWO
AVENUE
FIESTA AVENUE TEMPLE CITY BISBYS
BOULEVARD
TEMPLE CITY GOLDEN WEST BLACKL
BOULEVARD AVENUE
SOUTH CITY LIMIT
GIDLEY STREET
EL MONTE AVENUE
GRAND AVENUE
LOWER AZUSA ROAD
ROSEMEAD
BOULEVARD
GARIBALDI AVENUE
235W.PALMAL
AVENUE
GRAND AVENUE
FREER STREET
ENCINITA AVENUE
BURTON AVENUE
FREER STREET
OLIVE STREET
215 W . PAL MAL
AVENUE
GOLDEN WEST
AVENUE
350 W . ENCINITA
AVENUE
LONGDEN AVENUE BURTON
LOWER AZUSA ROAD CLOVER
SANTA ANITA AVENUE DAINES
FREER STREET
FREER STREET
DALE VI
DOREEN
OAK AVENUE EMPERO
LONGDEN AVENUE ENCINI
460 E. PAL MAL FAIRHA
AVENUE
FREER STREET FARAGO
365 N. FREER STREET FARAGO
EAST END FLAHER
EAST END HALDEM
OLIVE STREET HALIFA
LIVE OAK AVENUE HALl FA
480 E . PAL MAL HALLWO
AVENUE
BALDWIN AVENUE HOWLAN
ENCINITAAVENUE LAROSA
**-Treatment from Project Selection
Scenarios Criteria:
9
SS1026
!:»v.;tion I D
05-04
05-04
05-04
15-01
17A-01
09-03
11-02
01-06
09A-03
17-01
17-01
15-01
038-05
OSC-05
15-01
17A-01
178-01
OSA-05
01-06
15B-01
15C-01
15-02
11-02
07-03
FC Surface PCI
0
0
0
R
R
R
R
c
R
c
c
R
c
c
R
R
R
R
R
c
c
R
c
R
Year 2012 Total
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
78
78
78
78
78
78
78
77
77
78
78
78
76
76
78
78
78
78
78
78
78
78
78
78
Cost
$737,128
$2 ,620
$2 ,620
$9,848
$4 ,660
$1,646
$6 .078
$11 .750
$24 ,395
$4 ,9 63
$24,068
$12,662
$25 ,121
$1 4 ,772
$5 ,132
$5,084
$12,662
$2 ,670
$2 ,743
$2,268
$6 ,753
$19,651
$5 ,084
$14 ,941
$3 ,939
Rating Treatmem
33 .933 SINGLE CHIP SEAL
33,933 SINGLE CH IP SEAL
33.934 SINGLE CHIP SEAL
33,949 SINGLE CHIP SEAL
33,941 SINGLE CH IP SEAL
33,894 SINGLE CHIP SEAL
32,382 SINGLE CHIP SEAL
35,994 SINGLE CHIP SEAL
33,706 SINGLE CHIP SEAL
31 ,989 SINGLE CHIP SEAL
35,601 SING LE CHIP SEAL
33,949 S INGLE CHIP SEAL
30.654 SINGLE CH IP SEAL
35,050 SINGLE CH IP SEAL
33,949 SIN GLE CHIP SEAL
33,941 SINGLE CH IP SEAL
33 ,941 SINGLE CH IP SEAL
33 ,908 SINGLE CHIP SEAL
33 ,904 SINGLE CHIP SEAL
36,338 SINGLE CHIP SEAL
36 ,338 SINGLE CHIP SEA L
33,949 SINGLE CHIP SEAL
31,909 SING LE CHIP SEAL
33,937 SINGLE CHIP SEAL
MTC StreetSave r
Street Name
L YNROSE STREET
L YNROSE STREET
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
OAK AVENUE
PENTLAND STREET
PERSIMMON AVENUE
PERSIMMON AVENUE
PERSIMMON AVENUE
PRIMROSE AVENUE
RANDWICK DRIVE
RIO HONDO AVENUE
ROCCUS LANE
ROSEGLEN STREET
Begin Location
550 W . PAL MAL
AVENUE
415 W . McCULLOCH
AVENUE
FREER STREER
DAINES DRIVE
150 S . L YNROSE
STREET
LIVE OAK AVENUE
ROSEMEAD
BOULEVARD
200 N. LOWER AZUSA
ROAD
GRAND AVENUE
DAI NES DRIVE
LONGDEN AVENUE
GLICKMAN AVENUE
LOWER AZUSA ROAD
BURTON AVENUE
215 W . PAL MAL
AVENUE
End Location
PAL MAL AVENUE
McCULLOCH AVENUE
DAINES DRIVE
150 S . L YNROSE
STREET
220 S. LIVE OAK
AVENUE
GARIBALDI AVENUE
SULTANA AVENUE
GRAND AVENUE
DAINES DRIVE
AS/LIVE OAK AVENUE
NORTH END
560 E . GLICKMAN
AVENUE
LA ROSA DRIVE
EAST END
480 E . PAL MAL
AVENUE
RYLAND AVENUE
SERENO DRIVE
290 S . LA ROSA DRIVE LA ROSA DRIVE
SPARKLETT STREET
SPARKLETT STREET
SULTANA AVENUE
SULTANA AVENUE
SULTANA AVENUE
WENDON STREET
WILDFLOWER ROAD
WORTHINGTON DRIVE
ROSEMEAD
BOULEVARD
ARDSLEY DRIVE
215 W . PAL MAL
AVENUE
ACASODRIVE
1070 S. BROADWAY
300 S. LAS TUNAS
DRIVE
WEST END
WELLAND AVENUE
BURTON AVENUE
--Treatment from Project Selection
Scenarios Criteria:
ENCINITA AVENUE
TEMPLE CITY
BOULEVARD
480 E . PAL MAL
AVENUE
SERENO DRIFE
BROADWAY
LAS TUNAS DRIVE
AVON AVENUE
435 E. WELLAND
AVENUE
EAST END
Street 10
LYNROS
LYNROS
MCCULL
MCCULL
MCCULL
OAKAV
PENTLA
PERSIM
PERSIM
PERSIM
PRIMRO
RANDWI
RIOHON
ROCCUS
ROSEGL
RYLAND
SERENO
SPARKL
SPARKL
SULTAN
SULTAN
SULTAN
WENDON
WJLDFL
WORTH!
10
SS1026
St:.;tioniD
15-01
17-01
17A-01
17B-01
17C-01
5A..Q4
07-03
17A-01
17B-01
17C-01
03-05
13B-02
09-03
01-06
15-01
138-02
07-03
09B-03
15..()1
7A-Q3
78-03
70-06
01 -06
17-01
01-06
FC Surface PCI
R
R
c
c
c
c
R
c
c
c
R
R
c
R
R
R
c
R
R
c
c
c
R
R
R
A C
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
Treatment Tota l
78
78
78
78
78
78
78
76
76
76
78
78
78
78
78
78
78
78
78
78
78
78
78
78
77
Cost
$4 ,024
$3 ,270
$12,105
$3,545
54,8 12
$27 ,046
$1,942
$8 .779
$24 ,767
$9,876
$2,532
$5 ,042
$16,157
$2,364
$5,084
$3 ,346
$35,622
$2,448
$5,084
$12 ,606
$9,032
$2,786
$3,585
$3,672
$1,829
$437,487
Rating Treatmem
33.949 SINGLE CHIP SEAL
33,944 SINGLE CHIP SEAL
35 .606 SINGLE CH IP SEAL
35,606 SINGLE CHIP SEAL
35,606 SINGLE CHIP SEAL
30 ,382 SINGLE CHIP SEAL
33,934 SINGLE CHIP SEAL
30.862 SINGLE CHIP SEAL
30,862 SINGLE CHIP SEAL
30,862 SINGLE CHIP SEAL
33,908 SINGLE CHIP SEAL
32 ,387 S INGLE CHIP SEAL
35,577 S INGLE CHIP SEAL
33,925 S INGLE CHIP SEAL
33,950 SINGLE CHIP SEAL
33 ,934 SINGLE CHIP SEAL
3 1,9 12 SINGLE CHIP SEAL
33,939 SINGLE CHIP SEAL
33.949 SINGLE CHIP SEAL
35,586 SINGLE CHIP SEAL
35 ,586 SINGLE CHIP SEAL
35 ,639 SINGLE CHIP SEAL
33 ,964 SINGLE CHIP SEAL
33.943 SINGLE CHIP SEAL
33,737 SINGLE CHIP SEAL
MTC StreelSaver
Street Name -Begin Location
ALLEY EAST OF TEMPLE ALLEY NORTH OF LAS
CITY BLVD TUNAS DRIVE
LAS TUNAS DRIVE GOLDEN WEST
AVENUE
LAS TUNAS DRIVE ENCINITA AVENUE
LIVE OAK AVENUE BALDWIN AVENUE
LIVE OAK AVENUE GLICKMAN AVENUE
LOWER AZUSA ROAD SPB492.7
AGNES AVENUE LIVE OAK AVENUE
FREER STREET ARDEN DRIVE
BLACKLEY STREET ENCINITA AVENUE
LONGDEN AVENUE KAUFFMAN AVENUE
LONGDEN AVENUE GOLDEN WEST
AVENUE
--Treatment from Project Selection
Scenarios Criteria:
End Location
WOODRUFF AVENUE
195 E. ROWLAND
AVENUE
GOLDEN WEST
AVENUE
760 E. BALDWIN
AVENUE
230 W. EL MONTE
AVENUE
BE/EATON WH/1053
GARIBALDI AVENUE
HALLOWELL AVENUE
840 E . CLOVERLY
AVENUE
GOLDEN WEST
AVENUE
660 E . GOLDEN WEST
AVENUE
Street 10
A_EffE
LA STUN
LAS TUN
LIVEOA
LIVEOA
LOWER
AGNESA
FREERS
BLACK L
LONG DE
LONGDE
11
SS1026
~~~tion 10 FC Surface PCI Cost Rating Treatmen•
05-04 0 AC 90 51 ,455 75 ,179 SLURRY SEAL
02E-04 A AC 85 $11 ,763 90 ,624 SLURRY SEA L
20-04 A AC 85 $26,137 90,624 SLURRY SEAL
46-02 A AC 85 $5,346 90 .624 SLURRY SEA L
4D-1,2 A AC 85 $12,005 90 ,624 SLURRY SEAL
06A-03 A AC 85 $4,739 90.624 SLURRY SEAL
Treatment Total $61,446
05-04 c AC 86 $105 1,678 ,560 SEAL CRACKS
15A-01 c AC 86 $12 1,678 ,560 SEAL CRACKS
Treatment Total $118
09..03 A AC 100 $187 .060 33,388 THICK AC OVERLA Y(2 .5
INCHES)
Treatment Total $187,060
05E-05 c AC 100 $17,085 28,950 THIN AC OVERLA Y(1 .5
INCHES)
OSF-05 c AC 100 $32,685 28.950 THIN AC OVERLAY(1 .5
INCHES)
Treatment Total $49,770
Year 2013 Total $735,880
Grand Total $3,624,366
MTC StreetSaver
Temple C ity -Scenarios ~Sections Selected for Treatment
Interest: 5 .00% Inflation: 3.00% Prin ted: 07/2012009
Scenario: $500.000
Year Budget PMAmt Year Budget PMAmt Year Budget PMAmt
2009 $500,000 10% 2010 $500,000 10% 2011 $500,000 10%
2012 $500,000 10% 2013 $500,000 10%
--·--~-
Street Name Begin Location End Location Street ID SectioniD FC Surface PCI Cost Rating Treatment
Year: 2009
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_N/LA 01..()4 0 AC 74 $5,652 37.550 SINGLE CHIP SEAL
TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AE/CAM 05..()4 0 AC 76 $2,327 38,054 SINGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNESA 11A·04 c AC 75 $2 ,655 38,509 SINGLE CH IP SEAL
ROAD
AGNES AVENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 11 B-02 c AC 74 $12.450 38 ,790 SINGLE CHIP SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 74 S13.410 38,790 SINGLE CHIP SEAL
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALESSA 9A-03 c AC 75 514 ,355 38,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALESSA 9B-03 c AC 75 $8,055 38 ,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALESSA 9C-03 c AC 75 $3,100 38 ,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALESSA 9D-04 c AC 75 $7 ,401 36,507 SINGLE CHIP SEAL
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALL EYE 05-04 0 AC 76 $2,327 36 ,054 SINGLE CHIP SEAL
CLOVERLY AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 76 $8 ,750 36,055 SINGLE CHIP SEAL
TUNAS DRIVE
ALLEY WEST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYW 05-04 0 AC 77 $2 ,327 38,200 SINGLE CHIP SEAL
CITY BLVD TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 76 $4 .140 38,077 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W DALEVIEW DALEVIEW AVENUE ARROWO 17A-01 R AC 76 $1.463 38 ,066 SINGLE CHIP SEAL
AVENUE
B ISBY STREET FIESTA AVENUE TEMPLE CITY BISBYS 09-03 R AC 75 $5.400 37,999 S INGLE CHIP SEAL
BOULEVARD
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01 -06 c AC 78 $21,675 40,023 SINGLE CHIP SEAL
CAMBURY AVENUE OLIVE STREET LIVE OAK AVENUE CAM BUR 11-2,4 R AC 76 $7,763 37,968 SINGLE CHIP SEAL
CLOVERLY AVENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A-03 R AC 75 54,410 37.596 SINGLE CHIP SEAL
**-Treatment from Project Selection 1 MT C Str eetSaver
Scenarios Criteria: SS102 6
Street Name
CLOVERLY AVENUE
CRAIGLEE STREET
CRAIGLEE STREET
DALEVIEW AVENUE
DANBURY STREET
DOREEN AVENUE
DUFFY STREET
ENCINITA AVENUE
FAIRHALL STREET
FARAGO AVENUE
FARAGO AVENUE
FIESTA AVENUE
HALLWOOD DRIVE
HALLWOOD DRIVE
HARKER AVENUE
HE LEO AVENUE
IVARAVENUE
KEY WEST STREET
LA ROSA DRIVE
LA ROSA DRIVE
L YNROSE STREET
L YNROSE STREET
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
PENTLAND STREET
Begin Location
150 S . KENNERLY
STREET
End Location
150 N. KENNERLY
STREET
Street ID
CLOVER
BARELA AVENUE 135 E . BARELA AVENUE CRAIGL
135 E. BARELA AVENUE 300 E. BARELA AVENUE CRAIGL
GRAND AVENUE
375 W . PAL MAL
AVENUE
FREER STREET
PAL MAL AVENUE
DALEVI
DAN BUR
LOWER AZUSA ROAD FREER STREET DOREEN
835 W . BALDWIN BALDWIN AVENUE DUFFYS
AVENUE
GARIBALDI AVENUE LONGDEN AVENUE ENCINI
235 W . PAL MAL 460 E. PAL MAL FAIRHA
AVENUE AVENUE
GRAND AVENUE FREER STREET FARAGO
FREER STREET 365 N. FREER STREET FARAGO
BISBY STREET LA ROSA DRIVE FIESTA
GOLDEN WEST AGNES AVENUE HALLWO
AVENUE
215 W . PAL MAL 480 E. PAL MAL HALLWO
AVENUE AVENUE
BROADWAY NORTH END HARKER
LOWER AZUSA DRIVE LA ROSA DRIVE HELEOA
HERMOSA DRIVE LONGDEN AVENUE IVARAV
GOLDEN WEST AGNES AVENUE KEYWES
AVENUE
350W. ENCINITA ENCINITAAVENUE LAROSA
AVENUE
FRATUS DRIVE TEMPLE CITY LAROSA
BOULEVARD
550 W . PAL MAL PAL MAL AVENUE LYNROS
AVENUE
415 W . McCULLOCH McCULLOCH AVENUE L YNROS
AVENUE
FREER STREER DAINES DRIVE MCCULL
DAINES DRIVE 150 S. L YNROSE MCCULL
STREET
150 S. L YNROSE 220 S. LIVE OAK MCCULL
STREET AVENUE
ROSEMEAD SULTANAAVENUE PENTLA
BOULEVARD
•• -Treatment from Project Selection
Scenarios Criteria:
2
SSI026
t. ... \.tion ID
09C-03
03B·05
03C-05
17-01
15-01
15·01
11-04
05C-05
15-01
17A·01
17B-01
09·03
11-02
15-02
07-06
09A-03
01-06
11 -02
07-03
09-03
15-01
17-01
17A-01
176-01
17C-01
07-()3
FC Surface PCI
c
R
R
c
R
R
R
c
R
R
R
R
R
R
R
c
c
R
R
c
R
R
c
c
c
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
72
76
76
79
78
76
76
77
76
76
76
78
77
76
74
73
75
76
76
76
76
76
79
79
79
76
Cost
$2.803
$1,013
$619
$11 .250
$3 ,375
$22 ,320
$6 ,262
$4 ,560
$4,518
$11 .250
$2,372
$17,280
$4,950
$4,518
$6 ,210
$14.355
$19,762
$4,950
$3,500
$23.760
$3.575
$2 ,905
$10,755
$3,150
$4 ,275
$1 ,725
Rating Treatmenl
36.738 SINGLE CHIP SEAL
37.647 SINGLE CHIP SEAL
37,647 SINGLE CHIP SEAL
41 ,0 19 SINGLE CHIP SEAL
38 ,278 SINGLE CH IP SEAL
38,077 SINGLE CHIP SEAL
37,968 SINGLE CHIP SEAL
40,511 SINGLE CHIP SEAL
38,077 SINGLE CHIP SEAL
38,066 SINGLE CHIP SEAL
38,066 SINGLE CHIP SEAL
38,266 SINGLE CHIP SEAL
37,949 SINGLE CHIP SEAL
38,077 SINGLE CHIP SEAL
37 .555 SINGLE CH IP SEAL
37,531 SINGLE CHIP SEAL
39,023 SINGLE CHIP SEAL
37,968 SINGLE CHIP SEAL
38,060 SINGLE CH IP SEAL
39 ,848 SINGLE CHIP SEAL
38 ,077 SINGLE CHIP SEAL
38 ,069 SINGLE CHIP SEAL
41 ,028 SINGLE CHIP SEAL
41 ,028 S INGLE CHIP SEAL
41 ,028 SINGLE CH IP SEAL
38 ,056 SINGLE CHIP SEAL
MTC StreetSa ver
Street Name Begin Location End Location Street ID Section I D FC Surface PCI Cost Rating Treatment
------------
PENTLAND STREET ENCIN ITA AVENUE 890 E . CLOVERLY PENTLA 09-03 R AC 76 $25,425 37,974 SINGLE CHIP SEAL
AVENUE
RIO HONDO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE RIOHON 09-03 c AC 79 $14,355 40,979 SINGLE CHIP SEAL
ROCCUS LANE BURTON AVENUE EAST END ROCCUS 01-06 R AC 76 $2,100 38 ,042 SINGLE CHIP SEAL
ROSEGLEN STREET 215 W . PAL MAL 480 E. PAL MAL ROSEGL 15-01 R AC 76 $4,518 38,078 SINGLE CHIP SEAL
AVENUE AVENUE
RYLAND AVENUE LOWER AZUSA ROAD 290 S. LA ROSA DRIVE RYLAND 13A-02 R AC 77 $11 ,700 37,949 SINGLE CHIP SEAL
RYLAND AVENUE 290 S. LA ROSA DRIVE LA ROSA DRIVE RYLAND 138-02 R AC 76 $2,972 38,056 SINGLE CH IP SEAL
RYLAND AVENUE DAINES DRIVE BOGUE STREET RYLAND 13C-02 R AC 77 $6,000 37.949 SINGLE CH IP SEAL
SPARKLETT STREET FRATUS DRIVE ALESSANDRO AVENUE SPARKL 09A-03 R AC 76 $5,250 37 ,97 0 SINGLE CH IP SEAL
SPARKLETT STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 09B-03 R AC 76 $2,175 38,062 SINGLE CH IP SEAL
BOULEVARD
SPAR KLETT STREET 215 W . PAL MAL 480 E . PAL MAL SPARKL 15-01 R AC 76 $4,518 38,077 SINGLE CH IP SEAL
AVENUE AVENUE
SAINT JAMES DRIVE GARIBALDI AVENUE NORTH END STJAME 05-05 R AC 72 $2,295 37,423 SINGLE CHIP SEAL
SULTANA AVENUE ACASODRIVE SERENO DRIFE SULTAN 7A-03 c AC 79 $11 ,200 40,994 SINGLE CHIP SEAL
SULTANA AVENUE 1070 S . BROADWAY BROADWAY SULTAN 78-03 c AC 79 $8,025 40,9 94 SINGLE CHIP SEAL
WILDFLOWER ROAD WELLAND AVENUE 435 E. WELLAND WILDFL 17-01 R AC 76 $3,263 38,068 SINGLE CHIP SEAL
AVENUE
WILLMONTE AVENUE LOWER AZUSA ROAD DUFFY STREET WILLMO 11-2,4 R AC 77 $14,475 37,949 SINGLE CHIP SEAL
WORTHINGTON DRIVE BURTON AVENUE EAST END WORTH I 01-06 R AC 75 $1 ,625 37,697 SINGLE CHIP SEAL
ZADELLAVENUE 545 S. OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 76 $4 ,905 37 ,968 SINGLE CHIP SEAL
Treatment Total $448,472
Year 2009 Total $448,472
Year: 2010
BROADWAY TEMPLE CITY 150W. GOLDEN WEST BROADW 11A-04 c AC 75 $12,000 31 ,374 S INGLE CHIP SEAL
BOULEVARD AVENUE
BROADWAY 150 W. GOLDEN WEST BALDWIN AVENUE BROADW 11 8-04 c AC 75 $13 ,766 31,374 SINGLE CHIP SEAL
AVENUE
CLOVERLY AVENUE 150 S . KENNERLY 150 N . KENNERLY CLOVER 09C-03 c AC 78 $2,887 39,160 SINGLE CHIP SEAL
STREET STREET
DAINES DRIVE EL MONTE AVENUE SANTA ANITA AVENUE DAINES 17-01 c AC 78 $22,026 34,600 SINGLE CHIP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN AVENUE HOWLAN 11-02 c AC 78 513 ,673 34,519 SINGLE CHIP SEAL
AVENUE
LA ROSA DRIVE BALDWIN AVENUE RYLAND AVENUE LAROSA 13A-02 R AC 78 $6,850 30,627 SINGLE CHIP SEAL
LA ROSA DRIVE RYLAND AVENUE GLICKMAN AVENUE LAROSA 138-02 R AC 78 $6 ,458 30,630 SINGLE CHIP SEAL
--Treatment from Project Selection 3 MTC S treetSav er
Scenanos Criteria: SS1026
Street Name Begin Location End Location Street I D Section ID FC Surface PCI Cost Rating Treatment
----·
McCULLOCH AVENUE 220 SOUTH LI VE OAK LIVE OAK AVENUE MCCULL 17D-01 R AC 78 S1,133 30,669 SINGLE CHIP SEAL
AVENUE
OAK AVENUE LIVE OAK AVENUE GARIBALDI AVENUE OAKAV 5A·04 c AC 78 $24.751 33 ,209 SINGLE CHIP SEAL
OLEMA STREET LIVIA AVENUE ENCINITA AVENUE OLE MAS 03A-05 R AC 71 $6,999 36 ,032 SINGLE CHIP SEAL
PERSIMMON AVENUE 200 N. LOWER AZUSA GRAND AVENUE PERSIM 17A-01 c AC 76 $8,034 33,550 S INGL E CHIP SEAL
ROAD
PERSIMMON AVENUE GRAND AVENUE DAINES DRIVE PERSIM 17B-01 c AC 76 $22 ,665 33,550 SINGLE CHIP SEAL
PERSIMMON AVENUE DAINES DRIVE AS/LIVE OAK AVENUE PERSIM 17C-01 c AC 76 $9,038 33 ,550 SINGLE CHIP SEAL
PRIMROSE AVENUE FLAHERTY STREET LONGDEN AVENUE PRIMRO 5B-05 c AC 77 $6,953 38 ,323 SINGLE CHIP SEAL
SERENO DRIVE ROSEMEAD ENCINITA AVENUE SERENO 07-03 c AC 78 $32.600 34 ,522 SINGLE CHIP S EA L
BOULEVARD
Treatment Total $189,831
BROADWAY BW/EA TON WH/1698 BE/EATON WH/1698 BROADW 07A-03 c AC 94 $197 65,480 SLURRY SEAL
TEMPLE CITY BROADWAY 560 S. LOWER AZUSA TEMPLE 8C-02 A AC 87 $37,01 1 123,920 SLURRY SEAL
BOULEVARD ROAD
TEMPLE CITY BN/EATON WH/1051 BSIEATON WH/1051 TEMPLE 8E-02 A AC 85 $431 119,1 15 SLURRY SEAL
BOULEVARD
TEMPLE C ITY BS/EATON WH/1051 SPB493.3 TEMPLE 8F-02 A AC 87 $1,888 123,920 SLURRY SEAL
BOULEVARD
WEDGEWOOD STREET 570 EAST CLOVERLY 700 EAST CLOVERLY WEDGEW 09C-04 R AC 90 $558 71 ,848 SLURRY SEAL
AVENUE AVENUE
Treatment Total $40,086
FREER STREET ARDEN DRIVE HALLOWELL AVENUE FREERS 15A-01 c AC 100 $12 ,712 34,333 THIN AC OVER LA Y(1.5
INCHES)
FREER STREET HALLOWELL AVENUE PAL MAL AVENUE FREERS 158-01 c AC 100 552,209 34,333 THIN AC OVERLAY(1 .5
INCHES)
FREER STREET PAL MAL AVENUE EL MONTE AVENUE FREERS 15C-01 c AC 100 $21,527 34 ,333 THIN AC OVERLAY(1 .5
INCHES)
MUSCATEL AVENUE SOUTH CITY LIMIT LONGDEN AVENUE MUSCAT 01 -06 c AC 100 $173,349 35.471 THIN AC OVERLA Y(1.5
INCHES)
Treatment Total $259,797
Year 2010 Total $489,714
Year: 2011
ACASODRIVE 325 WEST SERENO SERENO DRIVE ACASOD 0 9-03 R AC 73 $3 .103 28.4 18 SINGLE CH IP SEAL
DRIVE
AGNES AVENUE 295 N . LOWER AZUSA LA ROSA DRIVE AGNESA 11B-02 c AC 78 $13,208 38,510 SINGL E CHIP SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 78 514,227 38,510 SINGLE CHIP SEAL
** -Treatment from Project Selection 4 MTC StreetSaver
Scenarios Criteria: SS102 6
Street Name
BOGUE STREET
BOGUE STREET
BOGUE STREET
GOLDEN WEST AVENUE
GOLDEN WEST AVENUE
GOLDEN WEST AVENUE
GOLDEN WEST AVENUE
GOLDEN WEST AVENUE
GOLDEN WEST AVENUE
HELEO AVENUE
KEY WEST STREET
LA ROSA DRIVE
LIVIA AVENUE
LORA STREET
Begin Location
455 W . PAL MAL
AVENUE
355 W . EL MONTE
AVENUE
BALDWIN AVENUE
LOWER AZUSA ROAD
150 S . HALLWOOD
DRIVE
150 N . KEY WEST
STREET
BLACKLEY STREET
OLIVE STREET
145 S . DAINES DRIVE
LOWER AZUSA DRIVE
FRATUS STREET
GLICKMAN AVENUE
LONGDEN AVENUE
PAL MAL AVENUE
LIVIA AVENUE
End Location
PAL MAL AVENUE
EL MONTE AVENUE
GLICKMAN AVENUE
150 S . HALLWOOD
DRIVE
150 N. KEY WEST
STREET
BLACKLEY STREET
OLIVE STREET
145 S . DAINES DRIVE
LIVE OAK AVENUE
LA ROSA DRIVE
RIO HONDO AVENUE
ARDEN DRIVE
EMPEROR AVENUE
460 E . PAL MAL
AVENUE
ENCINITA AVENUE OLEMA STREET
RANDWICK DRIVE
SAINT JAMES DRIVE
WEOGEWOOD STREET
545 W . DEGAS AVENUE DEGAS AVENUE
WELLAND AVENUE
WENDON AVENUE
WOODRUFF AVENUE
FREER STREET
FREER STREET
FREER STREET
LOWER AZUSA ROAD
GARIBALDI AVENUE
810 WEST GOLDEN
WEST AVENUE
FREER STREET
310W. ROWLAND
AVENUE
ENCINITA AVENUE
McCULLOCH AVENUE
DALEVIEW AVENUE
FARAGO AVENUE
BALDWIN AVENUE
*" -Treatment from Project Selection
Scenarios Criteria:
NORTH END
GOLDEN WEST
AVENUE
300 S. LIVE OAK
AVENUE
ROWLAND AVENUE
220 E. ROWLAND
AVENUE
DALEVIEW AVENUE
FARAGO AVENUE
SANTA ANITA AVENUE
113 E. BALDWIN
AVENUE
Street ID
BOGUE
BOGUE
BOGUES
GOLDEN
GOLDEN
GOLDEN
GOLDEN
GOLDEN
GOLDEN
HELEOA
KEYWES
LAROSA
LIVIAA
LORAST
OLEMAS
RANDWI
STJAME
WEDGEW
WELLAN
WENDON
WOODRU
FREERS
FREERS
FREERS
LOWER
5
SS102o
~ .. ction ID
15A-01
15B-01
13-02
11A2,4
1 16-02
11C2.4
110-02
11E-02
11F2,4
09A-03
09-03
13C-02
03-05
15-01
03A-05
13A-02
05-05
11 -04
17-01
OSC-05
05-04
17B-01
17C-01
17D-01
06C·02
FC
R
R
R
c
c
c
c
c
c
c
R
R
c
R
R
R
Surface PCI
AC 75
AC 75
AC 73
AC 76
AC 76
AC 76
AC 76
AC 76
AC 76
AC 77
AC 77
AC 77
AC 77
AC 73
AC
AC
78
75
R ~ n
R ~ n
C AC 78
R AC 76
C AC 78
Treatment Total
C AC 87
C AC 87
C AC 87
A AC 89
Cost
$4 ,344
$2,636
$12,508
$53 ,310
$5 ,729
$11,742
$6.962
$6,365
$12.842
$15,229
$3,740
$6,843
$13,415
$4,392
$7,209
$5.204
$2.435
$7,734
$22,626
$2,467
$43,110
$281 .380
$1 ,904
$2 ,626
$1,724
$1 ,032
Rating Treatment
29,220 SINGLE CHIP SEAL
29.223 SINGLE CHIP SEAL
28,4 14 SINGLE CHIP SEAL
33 ,551 SINGLE CHIP SEAL
33,551 SINGLE CHIP SEAL
33 ,551 SINGLE CHIP SEAL
33,551 SINGLE CHIP SEAL
33,551 SINGLE CHIP SEAL
33,551 SINGLE CHIP SEAL
37.507 S INGLE CHIP SEAL
30,820 SINGLE CHIP SEAL
30,823 SINGLE CHIP SEAL
37,588 SINGLE CHIP SEAL
28,222 SINGLE CHIP SEAL
36,059 SINGLE CHIP SEAL
29,189 SINGLE CHIP SEAL
36,014 SINGLE CHIP SEAL
31 ,804 SINGLE CHIP SEAL
36 ,101 SINGLE CHIP SEAL
29,959 SINGLE CHIP SEAL
35 ,980 SINGLE CHIP SEAL
88,038 SLURRY SEAL
88,038 SLURRY SEAL
88,038 SLURRY SEAL
87,037 SLURRY SEAL
MTC StreetSaver
Street Name Begin Location End Location
TEMPLE CITY LIVE OAK AVENUE BROADWAY
BOULEVARD
TEMPLE CITY 560 S . LOWER AZUSA BNIEATON WH/1051
BOULEVARD ROAD
GOLDEN WEST AVENUE LIVE OAK AVENUE GARIBALDI AVENUE
Year: 2012
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE
TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA
ROAD
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE
BROADWAY TEMPLE CITY 150 W . GOLDEN WEST
BOULEVARD AVENUE
BROADWAY 150 W . GOLDEN WEST BALDWIN AVENUE
AVENUE
DAINES DRIVE WEST END TEMPLE CITY
BOULEVARD
HARKER AVENUE BROADWAY NORTH END
IVARAVENUE HERMOSA DRIVE LONGDEN AVENUE
LANDSEER STREET 170 W . DEGAS AVENUE GLICKMAN AVENUE
LA ROSA DRIVE FRATUS DRIVE
LA ROSA DRIVE ARDEN DRIVE
NOEL DRIVE 450 S . OLIVE STREET
ROWLAND AVENUE LIVE OAK AVENUE
SULTANA AVENUE LAS TUNAS DRIVE
*• -Treatment from Project Selection
Scenarios Criteria:
TEMPLE CITY
BOULEVARD
KEY WEST STREET
500 N. BROADWAY
275 N. GARIBALDI
AVENUE
LONGDEN AVENUE
Street ID
TEMPLE
TEMPLE
GOLDEN
A_N/LA
AGNESA
ALESSA
ALESSA
ALESSA
ALESSA
BROADW
BROADW
DAINES
HARKER
IVARAV
LANDSE
LAROSA
LAROSA
NOELDR
ROWLAN
SULTAN
6
SS1026
Section 10 FC Surface PCJ Cost Rating Treatment
-~--------..-·------
8B-04 A AC 84 $8,443 116.177 SLURRY SEAL
8D-02 A AC 85 $6,648 121 ,409 SLURRY SEAL
Treatment Total $22,377
05-4 ,5 c AC 100 $165 ,946 34,396 THIN AC OVER LA Y(1.5
I NCHES)
Treatment Total $165,946
Year2011 Total $469,703
01-04 0 AC 78 $6,177 34 ,809 SINGLE CHIP SEAL
11A-04 c AC 77 $2,901 37 ,115 SINGLE CHIP SEAL
9A-03 c AC 77 $15,686 37,112 SINGLE CHIP SEAL
9B-03 c AC 77 $8,802 37,112 SINGLE CHIP SEAL
9C-03 c AC 77 $3.387 37 ,112 SINGLE CHIP SEAL
90-04 c AC 77 $8,088 37,11 2 SINGLE CHIP SEAL
11A-04 c AC 78 $12,730 30 ,579 SINGLE CHIP SEA L
11B-04 c AC 78 $14 ,604 30,579 SINGLE CHIP SEAL
09B..Q2 c AC 78 $2,254 31,675 SINGLE CHIP SEAL
07..()6 R AC 78 $6 ,786 34 ,813 SINGLE CHIP SEAL
01-06 c AC 76 $21 .595 36 ,122 SINGLE CHIP SEAL
13..()2 R AC 78 $4 ,319 32,098 SINGLE CH IP SEAL
09-03 c AC 78 $25.963 36,958 SINGLE CHIP SEAL
15-01 R AC 77 $7,297 31 ,123 SINGLE CHIP SEAL
7A-3,6 R AC 78 $9,343 32 ,098 SINGLE CH IP SEAL
05-04 c AC 77 $28,717 37 ,162 SINGLE CHIP SEAL
01 ·06 c AC 78 $28,602 36 ,986 SINGLE CHIP SEAL
Treatment Total $207,251
MTC Stree tSaver
Street Name -Begin Location End Location Street 10 ~ .. ction 10 FC Surface PCI Cost Rating Treatment
----
ALLEY WEST OF DUFFY STREET ALLEY SOUTH OF LIVE A_W/BA 11-04 0 AC 91 $501 46.807 SLURRY SEAL
BALDWIN AVENUE OAK AVENUE
ALLEY WEST OF AN/DANBURY STREET 330 N. AN/DANBURY A_ WIPE 17-01 0 AC 87 $546 69,967 SLURRY SEAL
PERSIMMON AVENUE STREET
LAS TUNAS DRIVE GOLDEN WEST 195 E. ROWLAND LAST UN 02E-04 A AC 87 $11,421 89,950 SLURRY SEAL
AVENUE AVENUE
LAS TUNAS DRIVE ENCINITA AVENUE GOLDEN WEST LAST UN 2D-04 A AC 87 $25 ,376 89,950 SLURRY SEAL
AVENUE
Treatment Total $37,843
ALL. NORTH OF LOWER TEMPLE CITY ALLEY EAST TEMPLE A_NILO 11-02 0 AC 100 $5,048 22,706 THIN AC OVERLAY(1 .5
AZUSA ROAD BOULEVARD CITY BLVD. INCHES)
ALLEY WEST OF TEMPLE ALLEY SOUTH OF ARDSLEY DRIVE A_W/TE 09-03 0 AC 100 $10,698 26,060 THIN AC OVERLA Y(1 .5
CITY BLVD LOWER AZUSA RD. INCHES)
FAIRVIEW AVENUE BE/ARCDA WHI 50 E. McCLINTOCK FAIRVI 17B-01 R AC 100 $9,424 25,895 THIN AC OVERLAY(1 .5
AVENUE INCHES)
HERMOSA DRIVE BURTON AVENUE ENCINITA AVENUE HERMOS 01-06 c AC 100 $194 .484 32.613 THIN AC OVERLAY(1.5
INCHES)
LA ROSA DRIVE 360 WEST PERSIMMON PERSIMMON AVENUE LAROSA 17-01 R AC 100 $11,251 25,340 THIN AC OVER LA Y(1 .5
AVENUE INCHES)
LORA STREET 360 WEST PERSIMMON PERSIMMON AVENUE LORAST 17-01 R AC 100 $11,251 27.392 THIN AC OVERLAY(1 .5
AVENUE INCHES)
Treatment Total $242,155
Year 2012 Total $487,249
Year: 2013
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AE/CAM 05-04 0 AC 78 $2,620 33 ,933 SINGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYE 05-04 0 AC 78 $2,620 33.933 SINGLE CHIP SEAL
CLOVERLY AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 78 $9,848 33,934 SINGLE CHIP SEAL
TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E . PAL MAL ARROWO 15-01 R AC 78 $4 ,660 33,949 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W. DALEVIEW DALEVIEWAVENUE ARROWO 17A-01 R AC 78 $1 ,646 33,941 SINGLE CHIP SEAL
AVENUE
BISBY STREET FIESTA AVENUE TEMPLE CITY BISBYS 09-03 R AC 78 $6,078 33,894 SINGLE CHIP SEAL
BOULEVARD
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01 -06 c AC 77 524,395 35,994 SINGLE CHIP SEAL
CLOVERLY AVENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A-03 R AC 77 $4,963 33,706 SINGLE CHIP SEAL
CRAIGLEE STREET 180W. GOLDEN WEST GOLDEN WEST CRAIGL 03D-05 R AC 77 $1 ,519 26,240 SINGLE CHIP SEAL
AVENUE AVENUE
"" -Treatment from Project Selection 7 MTC StreetSaver
Scenarios Criteria: SS1026
Street Name
DALEVIEW AVENUE
DOREEN AVENUE
ENCINITA AVENUE
FAIRHALL STREET
FARAGO AVENUE
FARAGO AVENUE
FLAHERTY STREET
HALDEMAN STREET
HALIFAX ROAD
HALIFAX ROAD
HALLWOOD DRIVE
LA ROSA DRIVE
L YNROSE STREET
L YNROSE STREET
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
PENTLAND STREET
PRIMROSE AVENUE
RIO HONDO AVENUE
ROCCUS LANE
ROSEGLEN STREET
RYLAND AVENUE
SPARKLETT STREET
SPARKLETT STREET
SULTANA AVENUE
SULTANA AVENUE
Begin Location
GRAND AVENUE
LOWER AZUSA ROAD
GARIBALDI AVENUE
235 W . PAL MAL
AVENUE
GRAND AVENUE
FREER STREET
ENCINITA AVENUE
BURTON AVENUE
FREER STREET
OLIVE STREET
215 W . PAL MAL
AVENUE
350 W . ENCINITA
AVENUE
550 W. PAL MAL
AVENUE
415W. McCULLOCH
AVENUE
FREER STREER
DAINES DRIVE
150 S. L YNROSE
STREET
ROSEMEAD
BOULEVARD
LONGDEN AVENUE
LOWER AZUSA ROAD
BURTON AVENUE
215 W . PAL MAL
AVENUE
290 S. LA ROSA DRIVE
ARDSLEY DRIVE
215 W. PAL MAL
AVENUE
ACASODRIVE
1070 S . BROADWAY
** -Treatment from Project Selection
Scenarios Criteria :
End Location
FREER STREET
FREER STREET
LONGDEN AVENUE
460 E . PAL MAL
AVENUE
FREER STREET
365 N . FREER STREET
EAST END
EAST END
OLIVE STREET
LIVE OAK AVENUE
480 E . PAL MAL
AVENUE
ENCINITA AVENUE
PAL MAL AVENUE
McCULLOCH AVENUE
DAINES DRIVE
150 S . L YNROSE
STREET
220 S . LIVE OAK
AVENUE
SULTANA AVENUE
NORTH END
LA ROSA DRIVE
EAST END
480 E . PAL MAL
AVENUE
LA ROSA DRIVE
TEMPLE CITY
BOULEVARD
480 E. PAL MAL
AVENUE
SERENO DRIFE
BROADWAY
Street 10
DALEVI
DOREEN
ENCINI
FAIRHA
FARAGO
FARAGO
FLAHER
HALDEM
HALl FA
HALl FA
HALLWO
LAROSA
LYNROS
LYNROS
MCCULL
MCCULL
MCCULL
PENT LA
PRIMRO
RIOHON
ROCCUS
ROSEGL
RYLAND
SPARKL
SPARKL
SULTAN
SULTAN
8
SS1026
l>ection 10
17-01
15-01
05C-05
15-01
17A-01
178-01
05A-05
01 -06
158-01
15C-01
15-02
07-03
1 5-01
17-01
17A-01
178-01
17C-01
07-03
03-05
09-03
01-06
15-01
138-02
098-03
15-01
7A-03
7B-Q3
FC Surface PCI
c
R
c
R
R
R
R
R
c
c
R
R
R
R
c
c
c
R
R
c
R
R
R
R
R
c
c
AC
AC
AC
AC
A C
AC
AC
AC
AC
AC
A C
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
78
78
76
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
7 8
78
78
78
78
Cost
$12,662
$25.121
$5 ,132
$5,084
$12,662
$2,670
$2,743
$2 ,268
$6,753
$19,651
$5 ,084
53,939
54,024
$3 ,270
$12,105
$3,545
$4.8 12
$1 .942
$2.532
$16,157
$2 ,364
$5,084
$3,346
$2,448
$5,084
$12,60 6
$9,032
Rating Treatment
35 ,60 1 S INGLE CHIP SEAL
33 ,949 SINGLE CHIP SEAL
35,050 SINGLE CHIP SEAL
33 ,949 SINGLE CHIP SEAL
33,94 1 S INGLE CHIP SEAL
33,94 1 S INGLE CHIP SEAL
33 ,908 SINGLE CHIP SEAL
33 ,904 SINGLE CHIP SEAL
36 ,338 SINGLE CHIP SEAL
36 ,338 SINGLE CHIP SEAL
33,949 SINGLE CH IP SEAL
33,937 SINGLE CHIP SEAL
33,949 SINGLE CHIP SEAL
33,944 SINGLE CHIP SEAL
35,606 SINGLE CHIP SEAL
35,606 SINGLE CHIP SEAL
35,606 S INGLE CHIP SEAL
33.934 S INGLE CHIP SEAL
33 ,908 SINGLE CHIP SEAL
35 ,577 SINGLE CHIP SEAL
33,925 SINGLE CHIP SEAL
33,950 SINGLE CHIP SEAL
33,934 SINGLE CHIP SEAL
33,939 S ING LE CHIP SEAL
33 .949 SINGLE CHIP SEAL
35,586 SINGLE CHIP SEAL
35,586 SINGLE CHIP SEAL
MTC Stree tSav er
Street Name Begin Location
SULTANA AVENUE 300 S. LAS TUNAS
DRIVE
WENDON STREET WEST END
WILDFLOWER ROAD WELLAND AVENUE
WORTHINGTON DRIVE BURTON AVENUE
LIVE OAK AVENUE BALDWIN AVENUE
LIVE OAK AVENUE 760 E . BALDWIN
AVENUE
LIVE OAK AVENUE GLICKMAN AVENUE
LOWER AZUSA ROAD SPB492.7
BLACKLEY STREET ENCINITA AVENUE
•• ·Treatment from Project Selection
Scenarios Criteria:
End Location
LAS TUNAS DRIVE
AVON AVENUE
435 E. WELLAND
AVENUE
EAST END
760 E . BALDWIN
AVENUE
GLICKMAN AVENUE
230 W . EL MONTE
AVENUE
BE/EATON WH/1053
840 E. CLOVERLY
AVENUE
Street ID
SULTAN
WEN DON
WILDFL
WORTH I
LIVEOA
LIVEOA
LIVEOA
LOWER
BLACKL
9
SS1026
-..:ction ID FC Surface PCI Cost Rating Treatment
----
7D-06 c AC 78 $2 ,786 35,639 SINGLE CHIP SEAL
01-06 R AC 78 $3 .585 33,964 SINGLE CHIP SEAL
17-01 R AC 78 $3,672 33,943 SINGLE CHIP SEAL
01-06 R AC 77 $1 .829 33 .737 SINGLE CHIP SEAL
Treatment Total $262,342
4B-02 A AC 85 $5 ,346 90 ,624 SLURRY SEAL
4C-02 A AC 85 $3 ,151 90,624 SLURRY SEAL
4D-1.2 A AC 85 $12 ,005 90,624 SLURRY SEAL
06A-03 A AC 85 $4,739 90,624 SLURRY SEAL
Treatment Total $25,242
09-03 A AC 100 $187 ,060 33,388 THICK AC OVERLA Y(2 .5
INCHES)
Treatment Total $187,060
--
Year 2013 Total $474,644
Grand Total $2,369,782
MTC StreelSaver
Temple City Scenarios -Sections Selected for Treatment
Interest: 5.00% Inflation: 3.00% Printed : 07/20/2009
Scenario: $250,000
Year Budget PMAmt Year Budget PMAmt Year Budget PMAmt
2009 $250,000 10% 2010 $250,000 10% 2011 $250 ,000 10%
2012 $250,000 10% 2013 $250,000 10%
Street Name Begin Location End Location Street ID Section ID FC Surface PCI Cost Rating Treatment
Year: 2009
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNESA 11A-04 c AC 75 $2 ,655 38.509 SINGLE CHIP SEAL
ROAD
AGNES AVENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 11 B-02 c AC 74 $12,450 38,790 SINGLE CHIP SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 74 $13,410 38,790 S INGLE CHIP SEAL
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALESSA 9A-03 c AC 75 $14,355 38 ,507 S INGLE CH IP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALES SA 96-03 c AC 75 $8,055 38 ,507 SI NGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALESSA 9C-03 c AC 75 $3,100 38 ,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALES SA 9D -04 c AC 75 $7.401 38 ,507 SINGLE CHIP SEAL
ALLEY WEST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYW 05-04 0 AC 77 $2 .327 38 ,200 SINGLE CHIP SEAL
CITY BLVD TUNAS DRIVE
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01-06 c AC 78 $21 ,675 40,023 SINGLE CHIP SEAL
DALEVIEW AVENUE GRAND AVENUE FREER STREET DALE VI 17-01 c AC 79 $11 ,250 41 ,019 SINGLE CHIP SEAL
DANBURY STREET 375 W . PAL MAL PAL MAL AVENUE DAN BUR 15-01 R AC 78 $3 ,375 38,278 SINGLE CHIP SEAL
AVENUE
ENCINITAAVENUE GARIBALDI AVENUE LONGDEN AVENUE ENCINI 05C-05 c AC 77 $4,560 40,511 SINGLE CHIP SEAL
FIESTA AVENUE BISBY STREET LA ROSA DRIVE FIESTA 09-03 R AC 78 $17,280 38,266 SINGLE CHIP SEAL
IVARAVENUE HERMOSA DRIVE LONGDEN AVENUE IVARAV 01-06 c AC 75 $19 .762 39,023 SINGLE CHIP SEAL
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 76 $23,760 39 ,848 SINGLE CHIP SEAL
BOULEVARD
L YNROSE STREET 415 W . McCULLOCH McCULLOCH AVENUE LYNROS 17-01 R AC 76 $2,905 38 ,069 SINGLE CHIP SEAL
AVENUE
McCULLOCH AVENUE FREER STREER DAINES DRIVE MCCULL 17A-0 1 c AC 79 $10,755 41 ,028 SINGLE CHIP SEAL
McCULLOCH AVENUE DAINES DRIVE 150 S. L YNROSE MCCULL 176-01 c AC 79 $3 ,150 41 ,028 SINGLE CHIP SEAL
STREET
McCULLOCH AVENUE 150 S. L YNROSE 220 S . LIVE OAK MCCULL 17C-01 c AC 79 $4 ,275 41 ,028 SINGLE CHIP SEAL
STREET AVENUE
--Treatment from Project Selection 1 MTC StreetSaver
Scenarios Criteria: SS1026
Street Name Begin Location End Location Street ID ~~ction ID FC Surface PCI Cost Rating Treatment
----
RIO HONDO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE RIOHON 09-03 c AC 79 $14 ,355 40 ,979 SINGLE CHIP SEAL
ROSEGLEN STREET 215W. PAL MAL 480 E. PAL MAL ROSEGL 15-01 R AC 76 $4,518 38 ,078 SINGLE CHIP SEAL
AVENUE AVENUE
SULTANA AVENUE ACASODRIVE SERENO DRIFE SULTAN 7A-03 c AC 79 $11 ,200 40,994 SINGLE CHIP SEAL
SULTANA AVENUE 1070 S. BROADWAY BROADWAY SULTAN 7B-03 c AC 79 $8,025 40.994 SINGLE CHIP SEAL
Treatment Total $224,599
Year 2009 Total $224,599
Year: 2010
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_N/LA 01-04 0 AC 72 $5,822 36,175 SINGLE CHIP SEAL
TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AEICAM 05-04 0 AC 74 $2,397 36,700 SINGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALL EYE 05-04 0 AC 74 $2,397 36,700 SINGLE CHIP SEAL
CLOVERLY AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 74 $9,013 36,701 SINGLE CHIP SEAL
TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 74 $4 .264 36.722 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W . DALEVIEW DALEVIEW AVENUE ARROWO 17A-01 R AC 74 $1,506 36,712 SINGLE CHIP SEAL
AVENUE
BISBY STREET FIESTA AVENUE TEMPLE CITY BISBYS 09-03 R AC 74 $5,562 36 ,645 SINGLE CHIP SEAL
BOULEVARD
CAMBURY AVENUE OLIVE STREET LIVE OAK AVENUE CAM BUR 11-2,4 R AC 75 $7,995 36,654 SINGLE CHIP SEAL
CLOVERLY AVENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A-03 R AC 73 $4,542 36,243 SINGLE CHIP SEAL
CRAIGLEE STREET BARELA AVENUE 135 E . BARELA AVENUE CRAIGL 03B-05 R AC 75 $1 ,043 36,530 SINGLE CHIP SEAL
CRAIGLEE STREET 135 E. BARELA AVENUE 300 E . BARELA AVENUE CRAIGL 03C-05 R AC 75 $637 36.530 SINGLE CHIP SEAL
DOREEN AVENUE LOWER AZUSA ROAD FREER STREET DOREEN 15-01 R AC 74 $22,990 36,723 SINGLE CHIP SEAL
DUFFY STREET 835W. BALDWIN BALDWIN AVENUE DUFFYS 11-04 R AC 75 $6 ,450 36.654 SINGLE CHIP SEAL
AVENUE
FAIRHALL STREET 235 W . PAL MAL 460 E . PAL MAL FAIRHA 15-01 R AC 74 $4,653 36,722 S INGLE CHIP SEAL
AVENUE AVENUE
FARAGO AVENUE GRAND AVENUE FREER STREET FARAGO 17A-01 R AC 74 $11 ,588 36 ,712 SINGLE CHIP SEAL
FARAGO AVENUE FREER STREET 365 N . FREER STREET FARAGO 178-01 R AC 74 $2,444 36,712 SINGLE CHIP SEAL
HALLWOOD DRIVE GOLDEN WEST AGNES AVENUE HALLWO 11-02 R AC 76 $5,099 36 ,659 SINGLE CHIP SEAL
AVENUE
HALLWOOD DRIVE 215 W . PAL MAL 480 E. PAL MAL HALLWO 15-02 R AC 74 $4 ,653 36,723 SINGLE CHIP SEAL
AVENUE AVENUE
HARKER AVENUE BROADWAY NORTH END HARKER 07-06 R AC 72 $6 .396 36,180 SINGLE CHIP SEAL
•• -Treatment from Project Selection 2 MTC StreetSaver
Scenarios Criteria : SS1026
Street Name Begin Location End Location Street 10 ;,ection 10 FC Surface PCI Cost Rating Treatment
·--
KEY WEST STREET GOLDEN WEST AGNES AVENUE KEYWES 11-02 R AC 75 S5 ,099 36,654 SINGLE CHIP SEAL
AVENUE
LA ROSA DRIVE 350 W . ENCINITA ENCINITA AVENUE LAROSA 07-03 R AC 74 $3 ,605 36,706 S INGLE CHIP SEAL
AVENUE
L YNROSE STREET 550 W. PAL MAL PAL MAL AVENUE LYNROS 15-01 R AC 74 $3 ,682 36,722 S INGLE CHIP SEAL
AVENUE
McCULLOCH AVENUE 220 SOUTH LIVE OAK LIVE OAK AVENUE MCCULL 17D-01 R AC 78 $1 ,133 30,669 SINGLE CHIP SEAL
AVENUE
PENTLAND STREET ROSEMEAD SULTANA AVENUE PENTLA 07-03 R AC 74 $1 ,777 36,702 SINGLE CHIP SEAL
BOULEVARD
PENTLAND STREET ENCINITA AVENUE 890 E. CLOVERLY PENTLA 09-03 R AC 75 $26 ,188 36,660 SINGLE CHIP SEAL
AVENUE
PRIMROSE AVENUE FLAHERTY STREET LONGDEN AVENUE PRIMRO 5B-05 c AC 7 7 $6.953 38,323 SINGLE CHIP SEAL
ROCCUS LANE BURTON AVENUE EAST END ROCCUS 01-06 R AC 74 $2,163 36,688 SINGLE CHIP SEAL
RYLAND AVENUE LOWER AZUSA ROAD 290 S . LA ROSA DRIVE RYLAND 13A-02 R AC 76 $12 ,051 36,659 SINGLE CHIP SEAL
RYLAND AVENUE 290 S . LA ROSA DRIVE LA ROSA DRIVE RYLAND 13B-02 R AC 74 53,062 3 6,702 SINGLE CHIP SEAL
RYLAND AVENUE DAINES DRIVE BOGUE STREET RYLAND 13C-02 R AC 76 56.180 36 ,660 SINGLE CHIP SEAL
SPARKLETT STREET FRATUS ORNE ALESSANDRO AVENUE SPARKL 09A-03 R AC 75 $5.407 36 .656 SINGLE CH IP SEAL
SPARKLETT STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 09B-03 R AC 74 52,240 36 ,708 SINGLE CHIP SEAL
BOULEVARD
SPARKLETT STREET 215 W . PAL MAL 480 E . PAL MAL SPARKL 15-01 R AC 74 $4 ,653 36,722 SINGLE CHIP SEAL
AVENUE AVENUE
SAINT JAMES DRIVE GARIBALDI AVENUE NORTH END STJAME 05-Q5 R AC 71 $2,364 36 ,0 36 SINGLE CHIP SEAL
WENDON AVENUE 310W. ROWLAND ROWLAND AVENUE WEN DON 05C-Q5 R AC 78 $2 .395 30 ,624 SINGLE CHIP SEAL
AVENUE
WILDFLOWER ROAD WELLAND AVENUE 435 E. WELLAND WILDFL 17-Q1 R AC 74 $3,360 36,714 SINGLE CHIP SEAL
AVENUE
WILLMONTE AVENUE LOWER AZUSA ROAD DUFFY STREET WILLMO 11 -2,4 R AC 76 $14,909 36,659 SINGLE CHIP SEAL
WORTHINGTON DRIVE BURTON AVENUE EAST END WORTH I 01-06 R AC 73 $1 ,674 36.342 SINGLE CHIP SEAL
ZADELL AVENUE 545 S. OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 75 $5,052 36.654 SINGLE CHIP SEAL
T r eatment Total $223,398
BROADWAY BW/EATONWH/1698 BEIEA TON WH/1698 BROADW 07A-03 c AC 94 $197 65,480 SLURRY SEAL
LOWER. AZUSA ROAD BALDWIN AVENUE 113 E . BALDWIN LOWER 06C-02 A AC 90 $1 ,002 81 ,052 SLURRY SEAL
AVENUE
TEMPLE CITY 560 S . LOWER AZUSA BNIEATON WH/1051 TEMPLE 8D-Q2 A AC 87 $6,455 123,920 SLURRY SEAL
BOULEVARD ROAD
TEMPLE CITY BNIEAT ON WH/1051 BSIEATON WH/1051 TEMPLE 8E-0:2 A AC 85 $431 119,115 S LURRY SEAL
BOULEVARD
Treatment Total $8 ,085
•• -Treatment from Project Selection 3 MTC StreetSaver
Scenarios Criteria: SS1026
Street Name Begin Location End Location Street 10 .:ottcti on 10 FC Surface PCI Cost Rating Treatment
·---·· ----·----· ---~·-------------
Year 2010 Total $231 ,483
Year: 2011
AGNES AVENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 118-02
ROAD
c AC 78 $13 ,208 38 ,510 SINGLE CH IP SEAL
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 78 $14.227 38,510 SINGLE CHIP SEA L
GOLDEN WEST AVENUE 150 S . HALLWOOD 150 N. KEY WEST GOLDEN 118-02 c AC 76 $5 ,729 33,551 SINGLE CHIP SEAL
DRIVE STREET
GOLDEN WEST AVENUE 150 N. KEY WEST BLACKLEY STREET GOLDEN 11C2.4 c AC 76 $1 1.742 33,551 SINGLE CHIP SEAL
STREET
GOLDEN WEST AVENUE BLACKLEY STREET OLIVE STREET GOLDEN 110-02 c AC 76 $6 ,962 33,551 SINGLE CH IP SEAL
LMAAVENUE LONGDEN AVENUE EMPEROR AVENUE LIVJAA 03-05 c AC 77 $13 ,415 37,588 SINGLE CHIP SEAL
SAINT JAMES DRIVE GARIBALDI AVENUE NORTH END STJAME 05-05 R AC 78 $2 ,435 36.062 SINGLE CH IP SEAL
WELLAND AVENUE FREER STREET 300 S. LIVE OAK WELLAN 17-01 c AC 78 $22 ,626 36,101 SINGLECHIPSEAL
AVENUE
WOODRUFF AVENUE ENCINITA AVENUE 220 E. ROWLAND WOODRU 05-04 c AC 78 $43.11 0 35.98 0 SINGLE CHIP SEAL
AVENUE
Treatment T otal $133 ,453
FREER STREET ARDEN DRIVE HALLOWELL AVENU E FREERS 15A·01 c AC 100 $1 3.094 34 ,673 TH IN AC OVERLA Y(1 .5
INCHES)
FREER STREET HALLOWELL AVENUE PAL MAL AVENUE FREERS 158-01 c AC 100 $53,775 34 ,673 THIN AC OVERLAY(1 .5
INCHES)
FREER STREET PAL MAL AVENUE EL MONTE AVENUE FREERS 15C-01 c AC 100 $22,173 34 ,673 THIN AC OVERLAY(1 .5
INCHES)
Treatment Total $89,041
Year 2011 Total $222,495
Year: 2012
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_NILA 01-04 0 AC 78 $6,177 34,851 SINGLE CH IP SEAL
TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNESA 11A-04 c AC 77 $2,901 37,11 5 SINGLE CHIP SEAL
ROAD
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALES SA 9A-03 c AC 77 $15,68 6 37,112 SINGLECHIPSEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALESSA 9B-0 3 c AC 77 $8,802 37,1 12 SINGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALESSA 9C..Q3 c AC 77 $3,387 37 ,112 SINGLE CHIP SEA L
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALESSA 9D-04 c AC 77 $8,088 37 ,112 SINGLE CHIP SEAL
BOGUE STREET 355 W . EL MONTE EL MONTE AVENUE BOGUE 15B-01 R AC 73 $2 ,715 28,467 SINGLE CHIP SEAL
AVENUE
•• -Treatment from Project Selection 4 MTC St reetSaver
Scenari os Criteria: SS1 026
Street Name Begin Location End Location StreetJD ~actioniD FC Suriace PCI Cost Rating Treatment
--·--------
DAINES DRIVE WEST END TEMPLE CITY DAINES 09B-02 c AC 78 $2,254 31,675 SINGLE CHIP SEAL
BOULEVARD
GOLDEN WEST AVENUE OLIVE STREET 145 S. DAINES DRIVE GOLDEN 11E-02 c AC 74 $6,556 31 ,348 SINGLE CHIP SEA L
GOLDEN WEST AVENUE 145 S . DAINES DRIVE LIVE OAK AVENUE GOLDEN 11 F2.4 c AC 74 $13,227 31 ,348 SINGLE CHIP SEAL
HARKER AVENUE BROADWAY NORTH END HARKER 07-06 R AC 78 $6.786 34,855 SINGLE CHIP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN AVENUE HOW LAN 11 -02 c AC 72 $14,506 30,239 SINGLE CHIP SEAL
AVENUE
IVARAVENUE HERMOSA DRIVE LONGDEN AVENUE IVARAV 01-06 c AC 76 $21,595 36 ,122 SINGLE CHIP SEAL
LANDSEER STREET 170 W . DEGAS AVENUE GLICKMAN AVENUE LANDSE 13-02 R AC 78 $4,319 32,098 SINGLE CHIP SEAL
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 78 S25,963 36,958 SINGLE CHIP SEAL
BOULEVARD
LA ROSA DRIVE ARDEN DRIVE KEY WEST STREET LAROSA 15-01 R AC 77 $7,297 31 ,123 SINGLE CHIP SEAL
NOEL DRIVE 450 S . OLIVE STREET 500 N. BROADWAY NOELDR 7A·3,6 R AC 78 $9 ,343 32 ,098 SINGLE CHIP SEAL
ROWLAND AVENUE LIVE OAK AVENUE 275 N. GARIBALDI ROWLAN 05-04 c AC 77 $28 ,717 37,162 SINGL E CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN AVENUE SULTAN 01-06 c AC 78 $28 ,602 36,986 SINGLE CHIP SEAL
WEDGEWOOD STREET 810 WEST GOLDEN GOLDEN WEST WEDGEW 11-04 R AC 77 $7 ,966 3 1,044 SINGLE CH IP SEAL
WEST AVENUE AVENUE
Treatment Total $224,888
ALLEY EAST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE A_EfTE 05-04 0 AC 90 $1.413 75,401 SLURRY SEAL
CITY BLVD TUNAS DRIVE
TEMPLE CITY LIVE OAK AVENUE BROADWAY TEMPLE 8B-04 A AC 82 $8 ,696 112 ,505 SLURRY SEAL
BOULEVARD
TEMPLE CITY BSIEA TON WHI1 051 SPB 493.3 TEMPLE 8F-02 A AC 84 $2,003 117,955 SLURRY SEAL
BOULEVARD
Treatment Total $12,113
Year 2012 Total $237,000
Year: 2013
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AEICAM 05 -04 0 AC 78 $2 ,620 33 ,968 SINGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 78 $9 .848 33,968 SINGLE CHIP SEAL
TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 78 $4 ,660 33,983 SINGLE CH IP SEAL
AVENUE
ARROWOOD STREET 225 W . DALEVIEW DALEVIEW AVENUE ARROWO 17A-01 R AC 78 $1 ,646 33,976 SINGLE CHIP SEAL
AVENUE
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01-06 c AC 77 $24,395 35 ,994 SINGLE CHIP SEAL
•• -Treatment from Project Selection 5 MTC StreetSaver
Scenarios Criteria: SS1026
Street Name
DALEVIEW AVENUE
DOREEN AVENUE
ENCINITA AVENUE
FAIRHALL STREET
FARAGO AVENUE
FARAGO AVENUE
HALIFAX ROAD
HALIFAX ROAD
HALLWOOD DRIVE
LA ROSA DRIVE
L YNROSE STREET
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
PENTLAND STREET
RIO HONDO AVENUE
RYLAND AVENUE
SPARKLETT STREET
SPARKLETT STREET
SULTANA AVENUE
SULTANA AVENUE
SULTANA AVENUE
WILDFLOWER ROAD
LIVE OAK AVENUE
LIVE OAK AVENUE
Begin Location
GRAND AVENUE
LOWER AZUSA ROAD
GARIBALDI AVENUE
235 W . PAL MAL
AVENUE
GRAND AVENUE
FREER STREET
FREER STREET
OLIVE STREET
215 W. PAL MAL
AVENUE
350 W . ENCINITA
AVENUE
550 W . PAL MAL
AVENUE
FREER STREER
DAINES DRIVE
150 S . L YNROSE
STREET
ROSEMEAD
BOULEVARD
LOWER AZUSA ROAD
290 S . LA ROSA DRIVE
ARDSLEY DRIVE
215 W . PAL MAL
AVENUE
ACASO DRIVE
1070 S . BROADWAY
300 S . LAS TUNAS
DRIVE
WELLAND AVENUE
BALDWIN AVENUE
760 E. BALDWIN
AVENUE
*--Treatment from Project Selection
Scenarios Criteria:
End Location
FREER STREET
FREER STREET
LONGDEN AVENUE
450 E . PAL MAL
AVENUE
FREER STREET
365 N . FREER STREET
OLIVE STREET
LIVE OAK AVENUE
480 E . PAL MAL
AVENUE
ENCINITA AVENUE
PAL MAL AVENUE
DAINES DRIVE
150 S . L YNROSE
STREET
220 S . LIVE OAK
AVENUE
SULTANA AVENUE
LA ROSA DRIVE
LA ROSA DRIVE
TEMPLE CITY
BOULEVARD
480 E . PAL MAL
AVENUE
SERENO DRIFE
BROADWAY
LAS TUNAS DRIVE
435 E. WELLAND
AVENUE
760 E. BALDWIN
AVENUE
GLICKMAN AVENUE
Street 10
DALE VI
DOREEN
ENCINI
FAIRHA
FARAGO
FARAGO
HALl FA
HALl FA
HALLWO
LAROSA
LYNROS
MCCULL
MCCULL
MCCULL
PENTLA
RIOHON
RYLAND
SPARKL
SPARKL
SULTAN
SULTAN
SULTAN
WILDFL
LIVEOA
LIVEOA
6
SS1026
::.~ction 10
17-01
15-01
05C..()5
15..()1
17A·01
17B-01
15B-01
15C-01
15-02
07-03
15-01
17A-01
17B-01
17C..()1
07-03
09-03
13B-02
09B-03
15-01
7A-03
7B-03
70-06
17-01
4 B..()2
4C-02
FC Surface PCI
c
R
c
R
R
R
c
c
R
R
R
c
c
c
R
c
R
R
R
c
c
c
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
78
78
76
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Cost
$12 ,662
$25,121
$5,132
$5.084
$12 .662
$2,670
$6,753
$19,651
$5,084
S3 ,939
S4,024
$12,105
$3,545
$4.812
$1 ,942
$16,157
$3,346
$2,448
$5,084
$12,606
$9,032
S2 ,786
53 ,672
Treatment Total $223,487
A AC 85 $5 ,346
A AC 85 $3,151
Rating Treatment '
35,601 SINGLE CHIP SEAL
33,984 SINGLE CHIP SEAL
35,050 SINGLE CHIP SEAL
33.983 SINGLE CHIP SEAL
33,976 SINGLE CHIP SEAL
33 .976 SINGLE CHIP SEAL
36,338 SINGLE CHIP SEAL
36,338 SINGLE CHIP SEAL
33,984 SINGLE CHIP SEAL
33,971 SINGLE CHIP SEAL
33,983 SINGLE CHIP SEAL
35,606 SINGLE CHIP SEAL
35,606 S INGLE CHIP SEAL
35,606 SINGLE CHIP SEAL
33 ,969 SINGLE CHIP SEAL
35 ,577 SINGLE CHIP SEAL
33,969 SINGLE CHIP SEAL
33,973 SINGLE CHIP SEAL
33 ,983 SINGLE CHIP SEAL
35 ,586 SINGLE CHIP SEAL
35 .586 SINGLE CHIP SEAL
35,639 SINGLE CHIP SEAL
33,977 SINGLE CHIP SEAL
90,624 SLURRY SEAL
90,624 SLURRY SEAL
MTC StreetSaver
Street Name Begin Location
--Treatment from Project Selection
Scenarios Criteria:
End Location Street ID
7
SS1026
::.t:ctioniD FC Surface PCI Cost Rating Treatment
----------------
Treatment Total $8,498
Year 2013 Total $231 ,984
Grand Total $1,147,562
MTC StreetSaver
Temple City -Scenarios -Sections Selected for -Treatment
Interest: 5 .00% Inflation: 3.00"/o Printed : 07/20/2009
Scenario: $250.000
Year Budget PMAmt Year Budget PMAmt Year Budget PMAmt
2009 $250,000 10% 2010 $250,000 10% 2011 $250,000 10%
2012 $250,000 10% 2013 $250,000 10%
Street Name Begin Location End Location StreetiD Section 10 FC Surface PCI Cost Rating Treatment
Year: 2009
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNESA 11A-04 c AC 75 $2 ,655 38 ,509 SINGLE CHIP SEAL
ROAD
AGNES AVENUE 295 N. LOWER AZUSA LA ROSA DRIVE AGNESA 11 B-02 c AC 74 $12 ,450 38 ,790 SINGLE CHIP SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 74 $13,410 38,790 SINGLE CHIP SEAL
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALESSA 9A-03 c AC 75 $14 ,355 38,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALESSA 98-03 c AC 75 $8 ,055 38,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALESSA 9C-03 c AC 75 $3 ,100 38,507 SINGLE CHIP SEAL
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALESSA 9D-04 c AC 75 $7 .401 38.507 SINGLE CHIP SEAL
ALLEY WEST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYW 05-04 0 AC 77 $2 ,327 38,200 SINGLE CHIP SEAL
CITY BLVD TUNAS DRIVE
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01-06 c AC 78 $21 ,675 40,023 SINGLE CHIP SEAL
DALEVIEW AVENUE GRAND AVENUE FREER STREET DALEVI 17-01 c AC 79 $11 .250 41 ,019 SINGLE CHIP SEAL
DANBURY STREET 375 W . PAL MAL PAL MAL AVENUE DAN BUR 15-01 R AC 78 $3,375 38,278 SINGLE CHIP SEAL
AVENUE
ENCINITA AVENUE GARIBALDI AVENUE LONGDEN AVENUE ENCINI 05C-05 c AC 77 $4 ,560 40,511 SINGLE CHIP SEAL
FIESTA AVENUE BISBY STREET LA ROSA DRIVE FIESTA 09-03 R AC 78 $17,280 38 ,266 SINGLE CHIP SEAL
IVARAVENUE HERMOSA DRIVE LONGDEN AVENUE IVARAV 01-06 c AC 75 $19,762 39,023 SINGLE CHIP SEAL
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09 -03 c AC 76 $23 ,760 39,848 SINGLE CHIP SEAL
BOULEVARD
L YNROSE STREET 415 W . McCULLOCH McCULLOCH AVENUE LYNROS 17-01 R AC 76 $2 ,905 38,069 SINGLE CHIP SEAL
AVENUE
McCULLOCH AVENUE FREER STREER DAINES DRIVE MCCULL 17A-01 c AC 79 $10,755 41 ,028 SINGLE CHIP SEAL
McCULLOCH AVENUE DAINES DRIVE 150 S . LYNROSE MCCULL 178-01 c AC 79 $3,150 41 ,028 SINGLE CHIP SEAL
STREET
McCULLOCH AVENUE 150 S . L YNROSE 220 S. LIVE OAK MCCULL 17C-01 c AC 79 $4,275 41 ,028 S INGLE CHIP SEAL
STREET AVENUE
---
•• -Treatment from Project Selection 1 MTC StreetSaver
Scenarios Criteria : SS1026
Street Name Begin Location End Location Street ID ~ection ID FC Surface PCI Cost Rating Treatmem·
·--·-----
RIO HONDO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE RIOHON 09-03 c AC 79 $14 .355 40,979 SINGLE CHIP SEAL
ROSEGLEN STREET 215 W. PAL MAL 480 E. PAL MAL ROSEGL 15-01 R AC 76 $4,518 38,078 S INGLE CHIP SEAL
AVENUE AVENUE
SULTANA AVENUE ACASODRIVE SERENO DRIFE SULTAN 7A-03 c AC 79 $1 1,200 40 ,994 SINGLE CHIP SEAL
SULTANA AVENUE 1070S. BROADWAY BROADWAY SULTAN 78-03 c AC 7 9 S8 .025 40,994 SINGLE CH IP SEAL
Treatment Total $224,599
Year 2009 Total $224,599
Year: 2010
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_N/LA 01-04 0 AC 72 $5,822 36,175 SINGLE CHIP SEAL
TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AEI CAM 05-04 0 AC 74 $2,397 36 ,700 SI NGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYE 05-04 0 AC 74 $2,397 36 ,700 SINGLE CHIP SEAL
CLOVERLY AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 74 $9,013 36 ,701 SINGLE CHIP SEA L
TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 74 $4,264 36,722 SINGLE CHIP SEAL
AVENUE
ARROWOOD STREET 225 W . DALEVIEW DALEVIEW AVENUE ARROWO 17A-01 R AC 74 $1 ,506 36,712 SINGLE CHIP SEAL
AVENUE
BISBY STREET FIESTA AVENUE TEMPLE CITY BISBYS 09 -03 R AC 74 $5 ,562 36,645 SINGLE CH IP SEAL
BOULEVARD
CAMBURY AVENUE OLIVE STREET LIVE OAK AVENUE CAM BUR 11-2,4 R AC 75 $7 .995 36,654 SINGLE CHIP SEAL
CLOVERLY AVENUE GIDLEY STREET LOWER AZUSA ROAD CLOVER 09A-03 R AC 73 $4 ,542 36.243 SINGLE CHIP SEAL
CRAIGLEE STREET BARELA AVENUE 135 E. BARELA AVENUE CRAIGL 03B-05 R AC 75 $1 ,043 36,530 SINGLE CHIP SEAL
CRAIGLEE STREET 135 E. BARELA AVENUE 300 E. BARELA AVENUE CRAIGL 03C-05 R AC 75 $637 36,530 SINGLE CHIP SEAL
DOREEN AVENUE LOWER AZUSA ROAD FREER STREET DOREEN 15-01 R AC 74 $22 ,990 36.723 SINGLE CHIP SEAL
DUFFY STREET 835 W . BALDWIN BALDWIN AVENUE DUFFYS 11-04 R AC 75 $6,450 36 ,654 SINGLE CHIP SEAL
AVENUE
FAIRHALL STREET 235 W . PAL MAL 460 E . PAL MAL FAIRHA 15-01 R AC 74 $4 ,653 36 ,722 SINGLE CHIP SEA L
AVENUE AVENUE
FARAGO AVENUE GRAND AVENUE FREER STREET FARAGO 17A-01 R AC 7 4 $11 ,588 36 ,71 2 SINGLE CHIP SEAL
FARAGO AVENUE FREER STREET 365 N. FREER STREET FARAGO 17B-01 R AC 74 $2 ,444 36,712 SINGLE CHIP SEAL
HALLWOOD DRIVE GOLDEN WEST AGNES AVENUE HALLWO 11-02 R AC 76 $5 ,099 36,659 SINGLE CHIP SEA L
AVENUE
HALLWOOD DRIVE 215 W . PAL MAL 480 E. PAL MAL HALLWO 15-02 R AC 74 $4,653 36,723 S INGLE CHIP SEAL
AVENUE AVENUE
HARKER AVENUE BROADWAY NORTH END HARKER 07-06 R AC 72 $6,396 36 ,180 SINGLE CHIP SEAL
.. -Treatment from Project Selection 2 MTC StreetSaver
Scenarios Criteria: SS1026
Street Name Begin Location End Location Street 10 .:~ectioniD FC Surface PCI Cost Rati ng Treatment
-------------·-~------..... -· ---------·· ..._, _____ ·-·----... ___ ... .,._
KEY WEST STREET GOLDEN WEST AGNES AVENUE KEYWES 11-02 R AC 75 $5,09 9 36 ,654 SINGLE CH IP SEAL
AVENUE
LA ROSA DRIVE 350W. ENCINITA ENCINITA AVENUE LAROSA 07-03
AVENUE
R AC 74 $3,605 36 ,706 SINGLE CH IP SEAL
L YNROSE STREET 550 W . PAL MAL PAL MAL AVENUE LYNROS 15-01 R AC 74 $3 ,682 36 ,722 SINGLE CHIP SEAL
AVENUE
McCULLOCH AVENUE 22.0 SOUTH LIVE OAK LIVE OAK AVENUE MCCULL 170-01 R AC 78 $1 .133 30 ,669 SINGLE CHIP SEAL
AVENUE
PENTLAND STREET ROSEMEAD SULTANA AVENUE PENT LA 07-03 R AC 74 $1,777 36 ,702 SING LE CH IP SEAL
BOULEVARD
PENTLAND STREET ENCINITA AVENUE 890 E. CLOVERLY PENT LA 09-03 R AC 75 $26,188 36 ,660 S INGLE CHIP SEAL
AVENUE
PRIMROSE AVENUE FLAHERTY STREET LONGDEN AVENUE PRIMRO SB-05 c AC 77 $6 ,953 38,323 SINGLE CH IP SEAL
ROCCUSLANE BURTON AVENUE EAST END ROCCUS 01 -06 R AC 74 $2,163 36,688 SINGLE CH IP SEAL
RYLAND AVENUE LOWER AZUSA ROAD 290 S. LA ROSA DRIVE RYLAND 13A-02 R AC 76 $12,051 36,659 SINGLE CH IP SEAL
RYLAND AVENUE 290 S . LA ROSA DRIVE LA ROSA DRIVE RYLAND 13B-02 R AC 74 $3,062 36,702 SINGLE CHI P SEAL
RYLAND AVENUE DAINES DRIVE BOGUE STREET RYLAND 13C-02 R AC 76 $6,180 36,660 SINGLE CH IP SEAL
SPARKLETI STREET FRATUS DRIVE ALESSANDRO AVENUE SPARKL 09A-03 R AC 75 $5.407 36,656 SINGLE CH IP SEAL
SPARKLETT STREET ARDSLEY DRIVE TEMPLE CITY SPARKL 09B-03 R AC 74 $2,240 36,708 SINGLE CH IP SEAL
BOULEVARD
SPARKLETT STREET 215 W. PAL MAL 480 E. PAL MAL SPARKL 15-01 R AC 74 $4,653 36,72 2 SINGLE CHIP SEAL
AVENUE AVENUE
SAINT JAMES DRIVE GARIBALDI AVENUE NORTH END STJAME 05-05 R AC 71 $2.364 36 ,036 SINGLE CHIP SEAL
WENDON AVENUE 310W. ROWLAND ROWLAND AVENUE WENDON 05C-05 R AC 78 $2.395 30 ,624 SINGLE CHIP SEAL
AVENUE
WILDFLOWER ROAD WELLAND AVENUE 435 E. WELLAND WILDFL 17-01 R AC 74 $3,360 36 ,714 SINGLE CHIP SEAL
AVENUE
WILLMONTE AVENUE LOWER AZUSA ROAD DUFFY STREET WILLMO 11 -2,4 R AC 76 $14,909 36 ,659 SINGLE CHIP SEAL
WORTHINGTON DRIVE BURTON AVENUE EAST END WORTH I 01 -06 R AC 73 $1,674 36.342 SINGLE CHIP SEAL
ZADELL AVENUE 545 S . OLIVE STREET OLIVE STREET ZADELL 13-02 R AC 75 $5 ,052 36,654 SINGLE CHIP SEAL
Treatment Total $223,398
BROADWAY BWIEATON WH/1698 BE/EATON WH/1698 BROADW 07A-03 c AC 94 $197 65,480 SLURRY SEAL
LOWER AZUSA ROAD BALDWIN AVENUE 113 E. BALDWIN LOWER 06C-02 A AC 90 $1 ,002 81 ,052 SLURRY SEAL
AVENUE
TEMPLE CITY 560 S. LOWER AZUSA BNIEATON WH/1051 TEMPLE 8D·02 A AC 87 $6,455 123,920 SLURRY S EAL
BOULEVARD ROAD
TEMPLE CITY BNIEATON WH/1051 BS/EATON WH/1051 TEMPLE 8E-02 A AC 85 $431 119,115 SLURRY SEAL
BOULEVARD
Treatment Total $8,085
•• -Treatment from Project Selection 3 MTC StreetSave r
Scenarios C riteria: SS1026
Street Name Begin Location End Location Street 10 _,ection ID FC Surface PCI Cost Rating Treatment
-
Year 2010 Total $231,483
Year: 2011
AGNES AVENUE 295 N . LOWER AZUSA LA ROSA DRIVE AGNESA 11B-02 c AC 78 $13,208 38,510 SINGLE CHIP SEAL
ROAD
AGNES AVENUE LA ROSA DRIVE OLIVE STREET AGNESA 11C-04 c AC 78 S14 ,227 38 ,510 SINGLE CH IP SEAL
GOLDEN WEST AVENUE 150 S. HALLWOOD 150 N. KEY WEST GOLDEN 116-02 c AC 76 S5 ,729 33,551 SINGLE CH IP SEAL
DRIVE STREET
GOLDEN WEST AVENUE 150 N . KEY WEST BLACKLEY STREET GOLDEN 11C2.4 c AC 76 $11 ,742 33,551 SINGLE CHIP SEAL
STREET
GOLDEN WEST AVENUE BLACKLEY STREET OLIVE STREET GOLDEN 11 D-02 c AC 76 $6 ,962 33 ,551 SINGLE CHIP SEAL
LIVIA AVENUE LONGDEN AVENUE EMPEROR AVENUE LIVJM 03-05 c AC 77 $13 ,415 37,588 S INGLE CHI P SEAL
SAINT JAMES DRIVE GARIBALDI AVENUE NORTH END STJAME 05-05 R AC 78 $2,435 36,062 SINGLE CHIP SEAL
WELLAND AVENUE FREER STREET 300 S . LIVE OAK WELLAN 17-01 c AC 78 $22,626 36.101 SINGLE CHIP SEAL
AVENUE
WOODRUFF AVENUE ENCJNITA AVENUE 220 E . ROWLAND WOODRU 05-04 c AC 78 $43 .110 35.980 SINGLE CHIP SEAL
AVENUE
Treatment Total $133,453
FREER STREET ARDEN DRIVE HALLOWELL AVENUE FREERS 15A-01 c AC 100 $13,094 34.673 THIN AC OVER LA Y(1 .5
INCHES)
FREER STREET HALLOWELL AVENUE PAL MAL AVENUE FREERS 158-01 c AC 100 $53.775 34 ,673 TH IN AC OVERLAY(1 .5
INCHES)
FREER STREET PAL MAL AVENUE EL MONTE AVENUE FREERS 15C..Q1 c AC 100 $22.173 34 ,673 TH IN AC OVERLA Y(1 .5
INCHES)
Treatment Tota l $89,041
Year 2011 Total $222,495
Year: 2012
ALLEY NORTH OF LAS SULTANA AVENUE ENCINITA AVENUE A_NILA 01-04 0 AC 78 $6 ,177 34,851 SINGLE CHIP SEAL
TUNAS DRIVE
AGNES AVENUE LOWER AZUSA ROAD 295 N. LOWER AZUSA AGNESA 11A-04 c AC 77 $2 ,901 37,115 SINGLE CHIP SEAL
ROAD
ALESSANDRO AVENUE LOWER AZUSA ROAD LA ROSA DRIVE ALESSA 9A-03 c AC 77 $15,686 37,112 SINGLE CHIP SEAL
ALESSANDRO AVENUE LA ROSA DRIVE BLACKLEY STREET ALESSA 9B..()3 c AC 77 $8,802 37,112 SINGLE CHIP SEAL
ALESSANDRO AVENUE BLACKLEY STREET OLIVE STREET ALES SA 9C-03 c AC 77 $3,387 37,112 SIN GLE CHIP SEAL
ALESSANDRO AVENUE BROADWAY LIVE OAK AVENUE ALESSA 9D -04 c AC 77 $8.088 37 ,112 SINGLECHIPSEAL
BOGUE STREET 355 W . EL MONTE EL MONTE AVENUE BOGUE 15B-01 R A C 73 $2 ,715 28,467 SINGLE CHIP SEAL
AVENUE
... -Treatment from Project Selection 4 MTC StreetSav er
Scenarios Criteria: SS1026
Street Name Begin Location End Location Street 10 .:.~ction 10 FC Surface PCI Cost Rating Treatmem:
----
DAINES DRIVE WEST END TEMPLE CITY DAINES 098-02 c AC 78 $2,254 31.675 SI NGLE CH IP SEAL
BOULEVARD
GOLDEN WEST AVENUE OLIVE STREET 145 S . DAINES DRIVE GOLDEN 11 E-02 c AC 74 $6,556 31 ,348 SINGLE CHIP SEAL
GOLDEN WEST AVENUE 145 S . DAINES DRIVE LIVE OAK AVENUE GOLDEN 11F2,4 c AC 74 $13 ,227 31 ,348 SINGLE CHIP SEAL
HARKER AVENUE BROADWAY NORTH END HARKER 07-06 R AC 78 $6,786 34 ,855 SINGLE CH IP SEAL
HOWLAND DRIVE GOLDEN WEST BALDWIN AVENUE HOWLAN 11-02 c AC 72 $14.506 30.239 SINGLE CHIP SEAL
AVENUE
IVARAVENUE HERMOSA DRIVE LONGDEN AVENUE IVARAV 01-06 c AC 76 $21,595 36 ,1 22 SINGLE CH IP SEAL
LANDSEER STREET 170 W . DEGAS AVENUE GLICKMAN AVENUE LANDSE 13-02 R AC 78 $4,319 32 .098 SINGLE CHIP SEAL
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 78 $25 ,963 36.958 SINGLE CHIP SEAL
BOULEVARD
LA ROSA DRIVE ARDEN DRIVE KEY WEST STREET LAROSA 15-01 R AC 77 $7 ,297 31 ,123 SINGLE CH IP SEAL
NOEL DRIVE 450 S . OLIVE STREET 500 N. BROADWAY NOELDR 7A-3,6 R AC 78 $9 .343 32,098 SINGLE CHIP SEAL
ROWLAND AVENUE LIVE OAK AVENUE 275 N. GARIBALDI ROWLAN 05-04 c AC 77 $28 ,717 37 ,162 SINGLE CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN AVENUE SULTAN 01-06 c AC 78 $28,602 36,986 SINGLE CHIP SEAL
WEDGEWOOD STREET 810 WEST GOLDEN GOLDEN WEST WEDGEW 11-04 R AC 77 $7 ,966 31 ,044 SINGLE CHIP SEAL
WEST AVENUE AVENUE
Treatment Total $224,888
ALLEY EAST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE A_EfTE 05-04 0 AC 90 $1,413 75,401 SLURRY SEAL
CITY BLVD TUNAS DRIVE
TEMPLE CITY LIVE OAK AVENUE BROADWAY TEMPLE 8B-04 A AC 82 58,696 112.505 SLURRY SEAL
BOULEVARD
TEMPLE CITY BS/EATON WH/1051 SPB493.3 TEMPLE 8F-02 A AC 84 $2 .003 117,955 SLURRY SEAL
BOULEVARD
Treatment Total $12 ,113
Year 2012 Total $237,000
Year: 2013
ALLEY EAST OF ALLEY NORTH OF LAS WOODRUFF AVENUE AE/CAM 05-04 0 AC 78 $2,620 33.968 SINGLE CHIP SEAL
CAMELLIA AVENUE TUNAS DRIVE
ALLEY NORTH OF LAS CLOVERLY AVENUE KAUFFMAN AVENUE ALLEYN 05-04 0 AC 78 $9,848 33,968 SINGLE CHIP SEAL
TUNAS DRIVE
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 78 $4,660 33,983 SINGLE CHIP SEAL
AVENUE
ARROWOOq STREET 225 W . DALEVIEW DALEVIEW AVENUE ARROWO 17A-01 R AC 78 $1 ,646 33 .976 SINGLE CHIP SEAL
AVENUE
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON 01-06 c AC 77 $24,395 35 ,994 SINGLE CHIP SEAL
** -Treatment from Project Selection 5 MTC StreetSaver
Scenarios Criteria: SS 1026
Street Name
DALEVIEW AVENUE
DOREEN AVENUE
ENCINITA AVENUE
FAIRHALL STREET
FARAGO AVENUE
FARAGO AVENUE
HALIFAX ROAD
HALIFAX ROAD
HALLWOOD DRIVE
LA ROSA DRIVE
L YNROSE STREET
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
PENTLAND STREET
Begin Location
GRAND AVENUE
LOWER AZUSA ROAD
GARIBALDI AVENUE
235 W . PAL MAL
AVENUE
GRAND AVENUE
FREER STREET
FREER STREET
OLIVE STREET
215 W . PAL MAL
AVENUE
350 W . ENCINITA
AVENUE
550 W . PAL MAL
AVENUE
FREER STREER
DAINES DRIVE
150 S. LYNROSE
STREET
ROSEMEAD
BOULEVARD
End Location Street ID
FREER STREET DALEVI
FREER STREET DOREEN
LONGDEN AVENUE ENCINI
460 E. PAL MAL FAIRHA
AVENUE
FREER STREET FARAGO
365 N. FREER STREET FARAGO
OLIVE STREET HALl FA
LIVE OAK AVENUE HALIFA
480 E. PAL MAL HALLWO
AVENUE
ENCINITA AVENUE LAROSA
PALMALAVENUE LYNROS
DAINES DRIVE MCCULL
150 S. L YNROSE MCCULL
STREET
220 S . LIVE OAK MCCULL
AVENUE
SULTANA AVENUE PENTLA
RIO HONDO AVENUE
RYLAND AVENUE
SPARKLED STREET
LOWER AZUSA ROAD LA ROSA DRIVE
290 S. LA ROSA DRIVE LA ROSA DR IVE
RIOHON
RYLAND
SPARKL
SPARKLED STREET
SULTANA AVENUE
SULTANA AVENUE
SULTANA AVENUE
WILDFLOWER ROAD
LIVE OAK AVENUE
LIVE OAK AVENUE
ARDSLEY DR IVE
215 W . PAL MAL
AVENUE
ACASODRIVE
1070 S. BROADWAY
300 S . LAS TUNAS
DRIVE
WELLAND AVENUE
BALDWIN AVENUE
760 E. BALDWIN
AVENUE
.... -Treatment from Project Selection
Scenarios Criteria:
TEMPLE CITY
BOULEVARD
480 E . PAL MAL
AVENUE
SERENO DRIFE
BROADWAY
LAS TUNAS DRIVE
435 E. WELLAND
AVENUE
760 E. BALDWIN
AVENUE
GLICKMAN AVENUE
SPARKL
SULTAN
SULTAN
SULTAN
WILDFL
LIVEOA
LIVEOA
6
SS1026
.s~ctioniD
17-01
15-01
05C-05
15-0 1
17A-01
17B-0 1
15B-01
15C-01
15-02
07-03
15-01
17A-01
17B-01
17C-01
07-03
09-03
13B-02
098-03
15-01
7A-03
7B-03
7D-06
17-01
4B·02
4C -02
FC Surface PCI
c
R
c
R
R
R
c
c
R
R
R
c
c
c
R
c
R
R
R
c
c
c
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
78
78
76
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Cost
512,662
525 ,121
55 ,132
$5.084
$12,662
$2 ,670
$6 ,753
$19,651
$5 ,084
$3,939
$4 ,024
$12 ,105
$3 ,545
$4 ,812
$1 ,942
$16.157
$3.346
$2,448
$5.084
512,606
$9,032
$2,786
$3,672
Treatment Total $223.487
A AC 85 $5,346
A AC 85 $3,151
Rating Treatment
35,601 SINGLE CHIP SEAL
33,984 SINGLE CHIP SEAL
35,050 SINGLE CHIP SEAL
33,983 SINGLE CHIP SEAL
33,976 SINGLE CHIP SEAL
33,976 SINGLE CHIP SEAL
36,338 SINGLE CH IP SEAL
36,338 SINGLE CHIP SEAL
33,984 SINGLE CHIP SEAL
33 ,971 SINGLE CHIP SEAL
33,983 SINGLE CH IP SEAL
35,606 SINGLE CHIP SEAL
35,606 SINGLE CHIP SEAL
35,606 SINGLE CH IP SEAL
33,969 SINGLE CHIP SEAL
35,577 SINGLE CHIP SEAL
33 ,969 SINGLE CH IP SEAL
33 ,973 SINGLE CHIP SEAL
33 .983 SINGLE CHIP SEAL
35 ,586 SINGLE CHIP SEAL
35,586 SINGLE CH IP SEAL
35,639 SINGLE CHIP SEAL
33,977 SINGLE CHIP SEAL
90,624 SLURRY SEAL
90,624 SLURRY SEAL
MTC StreetSaver
Street Name Begin Location
** • Treatment from Project Selection
Scenarios Criteria:
End Location Street ID
7
SS1026
>.>t!Ction ID FC Surface PCI Cost Rating Treatment
Treatment Total $8.498
Year 2013 Total $231 ,984
Grand Total $1 ,147,562
MTC StreetSaver
Temple City
Street Name
Year: 2009
BURTON AVENUE
CRAIGLEE STREET
DALEVIEW AVENUE
ENCINITA AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
McCULLOCH AVENUE
RIO HONDO AVENUE
SULTANA AVENUE
SULTANA AVENUE
Year: 2010
Year
2009
2012
Begin Location
SOUTH CITY LIMIT
Budget PM Amt
$100.000 10%
$100,000 10%
End Location
LONGDEN AVENUE
Year
2010
2013
Street ID
BURTON
135 E. BARELA AVENUE 300 E. BARELA AVENUE CRAIGL
GRAND AVENUE FREER STREET DALEVI
GARIBALDI AVENUE
FREER STREER
DAINES DRIVE
150 S . L YNROSE
STREET
LOWER AZUSA ROAD
ACASODRIVE
1070 S . BROADWAY
LONGDEN AVENUE
DAINES DRIVE
150 S. L YNROSE
STREET
220 S . LIVE OAK
AVENUE
LA ROSA DRIVE
SERENO DRIFE
BROADWAY
ENCINI
MCCULL
MCCULL
MCCULL
RIOHON
SULTAN
SULTAN
ALLEY WEST OF TEMPLE ALLEY NORTH OF LAS WOODRUFF AVENUE ALLEYW
CITY BLVD TUNAS DRIVE
ARROWOOD STREET
CRAIGLEE STREET
DANBURY STREET
DOREEN AVENUE
FIESTA AVENUE
225 W . DALEVIEW
AVENUE
BARELA AVENUE
375 W. PAL MAL
AVENUE
LOWER AZUSA ROAD
BISBY STREET
--Treatment from Project Selection
DALEVIEW AVENUE ARROWO
135 E . BARELA AVENUE CRAIGL
PAL MAL AVENUE
FREER STREET
LA ROSA DRIVE
DANBUR
DOREEN
FIESTA
Scenarios -Sections Selected for-Treatment
Budget PM Amt
$100 ,000 10%
$100 ,000 10 %
Interest: 5.00%
Year
2011
SectioniD FC Surface PCI
01-06
03C-05
17-01
05C-05
17A-01
178-01
17C-01
09-03
7A-03
78-03
05-04
17A-01
03B-05
15-01
15-01
09-03
c
R
c
c
c
c
c
c
c
c
0
R
R
R
R
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
T reatment Total
Year 2009 Total
AC
AC
AC
AC
AC
AC
78
76
79
77
79
79
79
79
79
79
75
74
75
77
74
77
Inflation: 3.00% Printe d: 07/20/2009
Scenario: $100,000
Budget PM Amt
$100.000 10%
Cost
$21 .675
$619
$11 ,250
$4 ,560
$10 ,755
$3,150
$4 ,275
$14.355
$11 ,200
$8 ,025
$89,864
$89,864
$2 ,397
$1 .506
$1 ,043
$3,476
$22 ,990
$17 ,798
Rating Treatment
40,023 SINGLE CHIP SEAL
37 ,847 SINGLE CHIP SEAL
4 1,019 SINGLECHIPSEAL
40,511 SINGLE CH IP SEAL
41 ,028 SINGLE CHIP SEAL
41 ,028 SINGLE CHIP SEAL
41,028 SINGLE CHIP SEAL
40.979 SINGLE CHIP SEAL
40,994 SINGLE CHIP SEAL
40,994 SINGLE CH IP SEAL
36.895 SINGLE CHIP SEAL
36.7 12 SINGLE CHIP SEAL
36 ,530 SINGLE CH IP SEAL
37 ,047 SINGLE CHIP SEAL
36 ,723 SINGLE CHIP SEAL
37,034 SINGLE CH IP SEAL
MTC StreetSaver
Scenarios Criteria: Date of Construction= 01/01/2000 SS1026
Street Name Begin Location End Location Street 10 .... .:ction ID FC Surface PCI Cost Rating Treatmenl
-----·-···· ·--· -· ·------------·-------
HALLWOOD DRIVE 215W. PAL MAL 480 E . PAL MAL HALLWO 15-02 R AC 74 $4,6 53 36,723 S INGLE CHIP SEAL
AVENUE AVENUE
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 74 $24,473 37,127 SINGLE CHIP SEAL
BOULEVARD
PRIMROSE AVENUE FLAHERTY STREET LONGDEN AVENUE PRIMRO 5B-05 c AC 77 $6,953 38,323 SINGLE CHIP SEAL
ROSEGLEN STREET 215W.PALMAL 480 E . PAL MAL ROSEGL 15-01 R AC 74 $4,653 36,724 SINGLE CHIP SEAL
AVENUE AVENUE
Treatment Total $89,942
Year 2010 Total $89,942
Year: 2011
ARROWOOD STREET PAL MAL AVENUE 460 E. PAL MAL ARROWO 15-01 R AC 73 $4,392 35 ,380 SINGLE CHIP SEAL
AVENUE
FAIRHALL STREET 235 W . PAL MAL 460 E. PAL MAL FAIRHA 15 -01 R AC 73 54,793 35,380 SINGLE CHIP SEAL
AVENUE AVENUE
LIVIA AVENUE LONGDEN AVENUE EMPEROR AVENUE LIVIAA 03-05 c AC 77 $13,415 37 ,588 SINGLE CHIP SEAL
McCULLOCH AVENUE 220 SOUTH LIVE OAK LIVE OAK AVENUE MCCULL 17D-01 R AC 76 $1 ,167 30,001 SINGLE CH IP SEAL
AVENUE
WELLAND AVENUE F REER STREET 300 S . LIVE OAK WELLAN 17-01 c AC 78 $22.626 36.101 SINGLE CH IP SEAL
AVENUE
WOODRUFF AVENUE ENCINITA AVENUE 220 E . ROWLAND WOODRU 05 -04 c AC 78 $43.110 35,980 SINGLE CHIP SEAL
AVENUE
Treatment Total $89,503
Year 2011 Total $89,503
Year: 2012
FARAGO AVENUE FREER STREET 365 N . FREER STREET FARAGO 17B-01 R AC 71 $2 ,592 34.058 SINGLE CHIP SEAL
LA ROSA DRIVE FRATUS DRIVE TEMPLE CITY LAROSA 09-03 c AC 78 $25,963 36.886 SINGLE CHIP SEAL
BOULEVARD
L YNROSE STREET 550W. PAL MAL PAL MAL AVENUE LYNROS 15-01 R AC 71 $3 ,906 34.068 SINGLE CHIP SEAL
AVENUE
ROWLAND AVENUE LIVE OAK AVENUE 275 N . GARIBALDI ROWLAN 05-04 c AC 77 $28.7 17 37,162 SINGLE CHIP SEAL
AVENUE
SULTANA AVENUE LAS TUNAS DRIVE LONGDEN AVENUE SULTAN 01-06 c AC 78 $28,602 36,986 S INGLE CHIP SEAL
Treatment Total $89,781
Year 2012 Total $89,781
Year: 2013
-
.. -Treatment from Project Selection 2 MTC StreetSaver
Scenarios Criteria: Dale of Construction= 01/01/2000 S S1026
Street Name Begin Location End Location Street 10
BURTON AVENUE SOUTH CITY LIMIT LONGDEN AVENUE BURTON
DALEVJEW AVENUE GRAND AVENUE FREER STREET DALE VI
FARAGO AVENUE FREER STREET 365 N. FREER STREET FARAGO
HALIFAX ROAD FREER STREET OLIVE STREET HALl FA
HALIFAX ROAD OLIVE STREET LIVE OAK AVENUE HALl FA
McCULLOCH AVENUE FREER STREER DAINES DRIVE MCCULL
McCULLOCH AVENUE DAINES DRIVE 150 S. L YNROSE MCCULL
STREET
McCULLOCH AVENUE 150 S . LYNROSE 220 S . LIVE OAK MCCULL
STREET AVENUE
SULTANA AVENUE 300 S. LAS TUNAS LAS TUNAS DRIVE SULTAN
DRIVE
** -Treatment from Project Selection
Scenarios Criteria: Date of Construction= 01/01/2000
3
SS1026
"'"ction iD
01-06
17-01
178-01
158-01
15C-01
17A-01
178-01
17C-01
7D-06
FC Surface PCI
c AC 77
c AC 78
R AC 78
c AC 78
c AC 78
c AC 78
c AC 78
c AC 78
c AC 78
Treatment Total
Year 2013 Total
Grand Total
Cost Rating TreatmenL
-
$24,395 35 .994 SINGLE CHIP SEAL
$12 ,662 35,601 SINGLE CHIP SEAL
$2,670 34,056 SINGLE CHIP SEAL
$6 .753 36,338 SINGLE CHIP SEAL
$19.651 36 ,338 SINGLE CH IP SEAL
$12 ,105 35 ,606 SINGLE CHIP SEAL
$3,545 35,606 SINGLE CHIP SEAL
$4,812 35,606 SINGLE CHIP SEAL
$2 ,786 35,639 SINGLE CHIP SEAL
$89,379
$89,379
$448,469
MTC StreetSa ver
APPENDIX
E
Temple City
Criteria :
Year
2009
2010
20 1 I
20 12
20 13
PCI Treated
82
81
82
82
82
PM Cost $635,163
=====~=
%PM 6.01%
=======
SS1008
Needs -Projected PCI/Cost Summary
Inflation Rate = 3.00 %
PCI Untreated
71
69
66
64
61
Cost
$5 .249.702
$1,046.267
$2.098.192
$1 .075.283
$1 ,101.333
Total Cost $10,570,778 ----====
Printed: 07120/2009
MTC StreetSaver
Temp le City Scenarios -Cost Summary
Interest: 5.00% Inflation: 3.00% Printed : 07/2012009
Scenari o: $100,000
··----·
Preventative
Year PMAmt Budget Rehabilitation Maintenance Surplus PM Deferred Stop Gap
2009 10% $100,000 II $89,664 Non-$0 $0 $5,159,838 Funded $10.136
Ill $0 Project Unmet $77 ,537
IV $0 Project so
v $0
Total $89,864
Project $0
2010 10% $100,000 II $89,942 Non-$0 $0 $4 .566 ,538 Funded $10 ,058
Ill $0 Project Unmet $7,225
IV $0 Project $0
v $0
Total $89,942
Project $0
2011 10% $100,000 II $89,503 Non-so $0 $5,813,945 Funded $10,497
Ill $0 Project Unmet $26,174
IV $0 Project so
v $0
Total $69,503
Project $0
2U12 10% $100,000 II $69,761 Non-so $0 $5.746,684 Funded $10,219
Ill $0 Project Unmet $3,921
IV $0 Project so
v $0
Total $89,781
Project $0
2013 10% $100,000 II $89 .379 Non-$0 so $8 ,375,095 Funded $10,621
Ill $0 Project Unmet $9,071
IV $0 Project $0
v $0
Total $89,379
Project $0
Summary Funded Unmet
Functional Class Rehabilitation Prev. Maint Stop Gap Stop Gap
Arterial $0 $0 $0 $7,874
Collector $369,813 $0 $38,526 $75 ,1 54
Other $2,397 $0 $736 $4,694
Residential/Local $76,259 $0 $12,268 $36 ,207
Scenarios Criteria: Date of Construction ~ 01101 12000 MTC StreetSaver
SS1034
Year PMAmt Budget Rehabilitation
Grand Total : $448,469
Scenarios Cri teria: Date ofConstmction = 0 1/0 Jnooo
Preventative
Maintenance
2
SS10 34
$0
Surplus PM
$51 ,531
Deferred Stop Gap
$123,929
MTC StreetSaver
Temple City Scenarios -Cost Summary
Interest: 5.00% Inflation: 3.00% Printed: 07/20/2009
Scena rio: $250 ,000
Preventative
Year PMAmt Budget Rehabilitation Maintenance Surplus PM Deferred Stop Gap
2009 10% $250 ,000 II $224,599 Non-$0 so $5,025,103 Funded $25 ,401
Ill $0 Project Unmet $54,488
IV $0 Project so
v $0
Total $224,599
Project $0
2010 10% $250 ,000 II $223,398 Non-$8,085 $0 54 ,310,971 Funded $18 ,509
Ill $0 Project Unmet $0
IV $0 Project $0
v $0
Total $223 ,398
Project $0
2011 10% $250,000 u $133 ,453 Non-$0 $0 $5 ,498,424 Funded $27,505
Ill $89,041 Project Unmet $7 ,754
IV so Project $0
v $0
Total $222,495
Project $0
2U12 10% $250,000 II $224,888 Non-$12 ,1 13 $89 $5,498.458 Funded $12,799
Ill $0 Project Unmet $0
IV $0 Project so
v $0
Total $224,888
Project $0
2013 10% $250,000 II $223.487 Non-$8,498 $0 $8 ,105 ,791 Funded $17,694
Ill $0 Project Unmet $0
IV $0 Project $0
v $0
Total $223,487
Project $0
Summary Funded Unmet
Functional Class Rehabilitation Prev. Maint. Stop Gap Stop Gap
Arterial $0 $27,086 $58 $7,816
Collector $731 ,127 $197 $71,025 $34,000
Other $40,601 $1 ,413 $2 ,608 $2,687
Residential/Local $347,138 $0 $28,218 $17,739
Scenarios Criter ia : MTC StreetSaver
551034
Year PMAmt Budget Rehabilitation
Grand Total : ~ $1~1 -18,866
Scc:nar ios Criteri a:
Preventative
Maintenance
2
SS1034
$28,696
Surplus PM
$101,909
Deferred Stop Gap
$62,242
MTC StreetSaver
Temple City Scenarios -Cost Summary
Interest 5.00% Inflation: 3.00% Printed: 07/20/2009
Scena ri o: $500,000
Preventative
Year PMAmt Budget Rehabilitation Maintenance Surplus PM Deferred Stop Gap
2009 10% $500 ,000 II $448,472 Non-so $0 $4 ,801 ,229 Funded $51 ,527
Ill so Project Unmet $15 ,427
IV $0 Project so
v so
Total $448 ,472
Project $0
2010 10% $500,000 II $189,831 Non-$40,086 so $3 ,827,924 Funded $10,207
Jll $259,797 Project Unmet so
IV $0 Project $0
v $0
Total $449,627
Project $0
2011 10% $500,000 II $281 ,380 Non-$22 ,377 so 54,977 ,103 Funded $30,01 1
Ill $165,946 Project Unmet so
IV $0 Project $0
v $0
Total $447,326
Project so
2U12 10% $500,000 II $207 ,251 Non-$37 ,843 $0 $4,765,918 Funded $12 ,732
Ill $242 ,155 Project Unmet $0
IV so Project so
v so
Total $449,406
Project so
2013 10% $500,000 II $262,342 Non-$25,242 $0 $7,587 ,693 Funded $24,864
Ill $0 Project Unmet $0
IV $187.060 Project so
v $0
Total $449,402
Project $0
Summary Funded Unmet
Functional Class Rehabilitation Prev. Maint. Stop Gap Stop Gap
Arterial $187,060 $117,493 $7,874 $0
Collector $1,521,700 $6,451 $88,625 $11,930
Other $58,395 $1 ,047 $4,128 $0
Residential/Local $477,078 $558 $28,715 $3,497
Scenarios Cri teria : MTC StreetSaver
SS1034
Temple City Scenarios -Cost Summary
Interest 5.00% Inflation : 3 .00"/o Printed : 07/20/2009
Scenario: $750,000
Preventative
Year PMAmt Budget Rehab iii tation Maintenance Surplus PM Deferred Stop Gap
2009 10% $750,000 II $555,912 Non-$17 .477 $0 $4 ,559 ,228 Funded $59,209
Ill $117,084 Project Unmet $0
IV $0 Project $0
v $0
Total $672,997
Project $0
2010 10% $750 ,000 II $266 ,746 Non· $66,125 $15 $3,633,5 18 Funded $8,860
Ill $408 ,197 Project Unmet $0
IV $0 Project $0
v $0
Total $674,943
Project $0
2011 10% $750 ,000 II $296,450 Non-$47 ,594 $0 $4 ,530 ,751 Funded $30,011
Ill $219 ,219 Project Unmet $0
IV $156,553 Project so
v $0
Total $672,222
Project $0
2U12 10% $750,000 II $207 ,251 Non-$64 ,987 $0 $4 ,207,242 Funded $12 ,732
Ill $25,723 Project Unmet $0
IV $439 ,167 Project $0
v $0
Total $672,141
Project $0
2013 10 % $750,000 II $4 37,487 Non-$61 .563 $0 $6.412,090 Funded $13,974
Ill $49,770 Project Unmet $0
IV $187,060 Project $0
v $0
Total $674,317
Project $0
Summary Funded Unmet
Functional Class Rehabilitation Prev. Malnt Stop Gap Stop Gap
Arterial $187,060 $224,316 $7,874 $0
Collector $2,593,826 $26,999 $81 ,976 $0
Othe r $67,175 $2,487 $4,128 $0
Residential/Local $518,560 $3,945 $30,809 $0
Scenarios Cri teria: MTC StreetSaver
851034
Year PMAmt Budget Rehabilitation
Grand Total : $3,366,620
Sce narios Criteri a:
Preventative
Maintenance
2
SS1034
$257,747
Surplus PM
$124,787
Deferred Stop Gap
$0
MTC StreetSaver
Temple City Scenarios -Network Condition Summary
Year
2009
2012
Budget PM Amt
$100,000 10%
$100,000 10%
Year
2010
2013
Interest: 5%
Budget PM Amt
$100 ,000 10%
$100 ,000 10%
Inflation: 3%
Year
2011
Printed : 07/2012009
Scenario: $100,000
Budget PM Amt
$100 ,000 10%
----------------·------------------------------------------------------------
Projected Network Average PCI by year
Year Nev~r Treated Witb ~elect!ld Tr~olm~Dl
2009 71 72
2010 69 69
2011 66 67
2012 64 65
2013 61 62
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2009, prior to applying treatments.
~2D!Ii1iQn
Qlw Arterial ~!!l!ector Res/Loc
I 18.3% 27.1% 10.8%
11/111 3.6% 17.5% 9.4%
IV 0.0% 6.2% 3.1%
v 0.0% 1.0% 0.3%
Total 22.0% 51.9% 23.5%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2009 after schedulable treatments applied.
CQn~ition
Qlw Arterial ~QJI~Cl!![ Res/Loc
I 18.3% 29.5% 10.8%
l1 I IH 3.6% 15 .2% 9.4%
IV 0.0% 6.2% 3.1%
v 0.0% 1.0% 0 .3%
Total 22.0% 51.9% 23.5%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2013 after schedulable treatments applied.
CQndjtion
Qm Arterjal ~211~£12[ Resll&c
I 18.3% 20.8% 8.4%
11/111 0.0% 14.0% 9.7%
IV 3.6% 13.3% 4 .6%
v 0.0% 3.8% 0.7%
Total 22.0% 51.9% 23.5%
S cenarios Cril~ri a: Date of Construction= 01/01/200 0
SS1035
Q!hu Total
1.0% 57.3%
1.0% 31.5%
0.6% 9 .9%
0.0% 1.3%
2.7% 100.0%
Other I21i!
1.0% 59.6%
1.0% 29 .1%
0.6% 9.9%
0.0% 1.3%
2.7% 100.0%
.Q1hu 1.Qllll
0.9% 48.5%
0.9% 24 .6%
0.9% 22.3%
0.0% 4 .6%
2.7% 100.0%
MTC StreetSaver
Temple City Scenarios -Network Condition Summary
Interest: 5% Inflation: 3 %
Year
2009
2012
Budget PM Amt Year
2010
2013
Budget PM Amt
$250,000 10% $250,000 10%
$250 ,000 10% $250,000 10%
Projected Network Average PCI by year
Year Never Treated With Selected Ir~atment
2009 71 72
2010 69 70
2011 66 68
2012 64 66
2013 61 64
Percent Network Area by Functional Classification and Condition CJass
Condition in base year 2009, prior to applying treatments.
Condiii!!n
.c.Iw Arterial ~Qlles;tor ResiLoc .Q!Jw:
I 18 .2% 27.6% 10 .7 % 1.0%
II I III 3.6% 17.4% 9.3% 1.0 %
IV 0 .0% 6.2% 3.0% 0 .6%
v 0.0% 1.0% 0.3% 0.0%
Total 21.8% 52.2% 23.3% 2.7%
Percent Network Area by Functional Classification and Condition C lass
Condition in year 2009 after schedulable treatments applied.
~QDdi1i2D
ClJw Arterial ~~~~~~1:12[ Res/Loc .Q.!Jw:
I 18.2% 32.7% 11.4% 1.1 %
II I III 3 .6% 12.3% 8.6% 0 .9%
IV 0.0% 6.2% 3.0% 0.6%
v 0.0% 1.0% 0.3% 0 .0%
Total 21.8% 52.2 % 23.3% 2.7%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2013 after schedulable treatments applied.
~!!Ddi!i!!D
Q1W Arterjal ~alle£tQ[ Res fLoc Q1!w:
I 18.2% 25.4% 13.7% 1.3%
II I III 0.0% 9.8% 4.4% 0 .5 %
IV 3.6% 13.2% 4.6% 0.9%
v 0 .0% 3.8% 0 .7% 0.0%
Total 21.8% 52.2% 23.3 % 2.7%
Scenarios Criteria:
SS1035
Year
2011
Printed : 07/2012009
Scenario: $250,000
Budget PM Amt
$250,000 10%
Total
57.5%
31.3%
9.9%
1.3%
100.0%
Total
63.4%
25.4%
9.9%
1.3%
100.0%
Total
58.7%
14.6%
22.2%
4 .5 %
IOO.O %
MTC StreetSaver
Temple City Scenarios -Network Condition Summary
Interest: 5% Inflation: 3%
Year
2009
2012
Budget PM Amt Year
2010
2013
Budget PM Amt
S500,000 10% $500,000 10%
S500,000 10% $500,000 10%
Projected Network Average PCI by year
Year Never Treated Witb Select~:d Tr~:aimeot
2009 71 72
2010 69 71
2011 66 70
2012 64 68
2013 61 66
Perce nt Network Area by Functional Classification and Condition Class
Condition in base year 2009, prior to applying treatments.
~Qn!!itiQn
.QlW Arterial ~QIJector Res/l&c
I 18.2% 27.6% 10 .7%
11/111 3.6% 17.4% 9.3%
IV 0.0% 6.2% 3.0%
v 0.0% 1.0% 0.3 %
Total 21.8% 52.2% 23 .3%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2009 after scbedulable treatments applied.
CQ!l!!ition
~ Arterial ~Qil!:!.':t2[ Res!Loc
I 18.2% 33 .1% 16.4%
11 /111 3.6% 11.9 % 3.6%
IV 0.0% 6.2% 3.0%
v 0.0% 1.0% 0.3%
Total 21.8% 52.2% 23.3%
Percent Network Area by Functional Classification and Condition Class
Condition in year 2013 after schedulable treatments applied.
Con!!itlon
~ Arterial
I 18.9%
11 /111 0.0%
IV 2.9%
v 0.0%
Total 21.8%
Scenari os Cril~ria:
~!!II!:!::!Qr
30.9%
4.4%
13 .1%
3.8%
52.2%
Res/Loc
15.7%
2.3%
4 .6%
0.7%
23 .3%
1
SS 1035
Other
1.0%
1.0%
0 .6%
0 .0%
2.7%
Other
1.6%
0.4%
0.6%
0 .0%
2.7%
Qthu
1.5%
0.3%
0.9%
0.0%
2.7%
Year
2011
Printed : 07/20/2009
Scenario: $500,000
Budget PM Amt
5500,000 10%
Th.ta!
57.5%
31.3%
9.9%
1.3%
100.0%
Total
69 .3%
19.5%
9.9%
1.3 %
100.0%
Total
66.9%
7 .1%
21.5%
4 .5%
100.0%
MTC StreetSaver
Temple City Scenarios -Network Condition Summary
Interest: 5% Inflation : 3%
Year
2009
2012
Budget PM Amt Year
2010
2013
Budget PM Amt
$750,000 10% $750,000 10%
$750,000 10% $750.000 10%
Proj ec ted Network Av e rage PCI by year
Year Never Treated With Selected Tr~ntment
2009 71 73
2010 69 72
2011 66 71
2012 64 70
2013 61 69
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2009, prior to applying treatments.
~!mdi!iQn
.Cl.iw Arterial ~!lll~~;;tQr Res /Loc
I 18.2% 27.6% 10 .7%
II I Ill 3.6% 17.4% 9.3%
IV 0.0% 6.2% 3.0%
v 0.0% 1.0% 0 .3%
Total 21.8% 52.2% 23.3%
P ercent Network Area b y Functional Classification and Condition C lass
Condition in year 2009 after schedulable treatments applied.
Con~lt ion
Qw Arterial C2ll!:gnr ResiLoc
I 18 .2% 36.1% 16.9%
II I Ill 3.6% 8.9% 3.1 %
IV 0.0% 6.2% 3.0%
v 0.0% 1.0% 0.3%
Total 21.8% 52.2% 23.3%
Percent Network Area by Functiona l Classjfication and Condition Class
Condition in year 2013 after schedul able treatments applied.
Condi!ion
elm Arterjn! ~Q !I~ctor Res/Loc
1 18 .9% 39.9% 16.4%
11 I Ill 0.0% 0.5% 1.6%
IV 2.9% 8.1% 4.6%
v 0.0% 3.8% 0.7%
Total 21.8% 52.2 % 23.3%
Scenarios Cri teria :
SS1035
Qtlw:
1.0%
1.0%
0.6%
0.0%
2.7%
.Q.tJw:
1.6%
0.4%
0.6%
0.0%
2 .7%
Other
1.5%
0.3%
0.9%
0.0%
2.7%
Year
2011
Printed : 07/20/2009
Scenario: $750,000
Budget PM Amt
$750,000 10%
Total
57.5%
31.3%
9.9%
1.3%
100.0 %
nwu
72.9%
16 .0%
9.9%
1.3%
100.0%
Total
76.7%
2.3%
16.4%
4 .5%
100.0%
MTC StreetSave r
APPENDIX
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Temple City, RFP-Pavement Management Syste m Services
Page 2 of 10
Table of Contents
INTRODUCTION .............................................................................................. 3
• Purpose
• Costs Incurred
• Selection of Contractor
SCOPE OF SERVICES ..................................................................................... 4
NECESSARY QUALIFCATIONS ........................................................................ 5
• Prior Experience
• Staff Qualifications
• Contact Person
• Organization and Staffing
GENERAL CONDITIONS .................................................................................. 6
SUBMITTAL FORMAT AND CONTENT ................................................................ 9
EVALUATION AND SELECTION PROCESS ........................................................ 10
• Proposal Review
• Interview
• Professional Services Agreement
• Contract Approval and Execution
ATTACHMENTS
Te mple City, RF P-P ave m en t Management Sys t em Services
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INTRODUCTION:
CITY OF TEMPLE CITY
REQUEST FOR PROPOSALS (RFP)
PAVEMENT MANAGEMENT SYSTEM SERVICES
The City of Temple City is centrally located in the west San Gabriel Valley
approximately five m il es southeast of Pasadena and 13 miles east of downtown Los
Angeles . The City is approximately 3.85 square miles and is surrounded by the cities of
Arcadia , San Gabriel, El Monte, Rosemead , and unincorporated portions of Los
Angeles County. The most recent California Department of Finance and Housing
estimate indicates a total population of 34,700 . Temple City is predominantly a
residential community with over 10 ,000 residential parcels .
Temple City has a street network made up of 75 miles of streets and alleys . From a
functional street classification standpoint , 10 miles are arterials, 41 miles are collectors ,
20 miles are residential/local , and 3 miles are alleys .
I. Purpose
This Request for Proposals provides qualified interested contractors with
information to adequately prepare and submit proposals for cons ideration by the
City of Temple City for "Pavement Management System Services ."
II. Costs Incurred
The City of Temple City assumes no responsibility for any costs incurred by a
contractor in the preparation and/or presentation of a proposal in response to this
Request.
Ill. Selection of Contractor
The City will select a contractor to provide the services pursuant to this Request
for Proposals based on evaluation of the proposals , references and concept plan
for approval of pavement management services i n Temple C ity. Selection will be
based on a determination of the contractor deemed most qualified to provide the
services outlined in th is Request and uti lizing , but not limited to , the following
c riteria, none of whi c h w ill be a single determining factor :
A. Completeness of the proposal
B. Ex perience of the contractor with similar programs
Temple City, RFP-Pa ve ment Managem ent Sys tem Services
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C. Recommendations from prior/current clients
D. Concept plan for improving pavement management services
E . Cost
SCOPE OF SERVICES:
The scope of services includes comprehensive pavement management system services
described below:
I. Contractor will discuss with City representatives current procedures for pavement
maintenance, available resources, historical expenditure levels, and desired
service levels.
II. Contractor will perform an inventory and pavement conditions rating survey, for
both asphalt and concrete surfaces , of the streets , alleys, roadways, City owned
parking lots , and sidewalks within the City of Temple City.
A. Contractor shall identify, at minimum: street geometric, frontage
improvements , surface type, surface condition, surface distress, ride/walk
quality, and drainage properties .
B. The work shall also include a current digital image of all streets and roadways
surveyed (standard rule of thumb is one photograph per residential street and
appro x imately one photograph per mile for collector and arterial street, and at
changes in condition or use of roadway).
C. Contractor shall develop a phased six (6) year repaving cycle , based on the
current condition of road surfaces, with those streets most in need of repair
addressed within the next year and ranking streets throughout Temple City for
maintenance/repair (e .g., re surfacing , grind and cap, sealing , filling) over the
following five (5) years .
Ill. Contractor shall identify the type , severity and extent of distress . The asphalt and
concrete (AC) pavement distresses to be inspected will include but a re not
limited to : alligator cracking, bleeding , block cracking , bumps and sags,
corrugation , depression , edge cracking , joint reflection c racking , lane/shoulder
drop off, longitudinal and transverse cracking , patching and utility cuts , polished
aggregate, potholes, railroad crossings , rutting, weathering , raveling bu c kling ,
corner cracks , divided/shatter slab, faulting, joint seal damage, lane/shoulder
drop off, linear cracking , patching , polished aggregate , pumping , punch-out,
railroad crossing , shrinkage cracking , and spalling (corner and joint).
Templ e City, RFP-Pavement Management System Services
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IV. Contractor shall identify sections of the City where additional structural testing
(i.e ., Deflection Testing) may be necessary .
V. Contractor will create a database of Temple City streets, alleys , roadways ,
parking lots and other pavements in the street network. The database shall
accurately describe pavement conditions and identifying features including , but
not limited to : identification, location, number of lanes, functional classification,
area, and surface type .
VI. Contractor shall develop a formal data collection Quality Management Plan
(QMP). The QMP shall address data quality control for data collection as well as
quality acceptance by City staff.
VII. Contractor will provide the City with complete hands-on software and pavement
inventory and condition assessment training so that City personnel may operate
the system independently after implementation of the Pavement Management
System.
VIII. Contractor shall provide a PMS capable of creating graphs and charts that will
show the budgetary effects of postponing or cancell ing scheduled maintenance.
IX. Contractor will provide the City with recommended tools to become proficient at
performing the required support of the PMS program in the future .
X. The PMS shall have the capability for City personnel to easily update the system
when new data is gathered and new streets added.
XI. The PMS shall allow expansion capabilities to include integration with future
Infrastructure Management System modules, as well as interfacing with an ESRI
compatible Geographic Information System(s).
XII. Contractor will provide the City a software warranty and post-implementation
support in an Annual Maintenance Agreement.
NECESSARY QUALIFICATIONS:
In the contractor selection process, Temple City seeks the following :
I. Experience. The selected firm or agency must have demonstrated relevant
experience i n providing the services described under the proposed scope of
service s. Substantiation must be provided regard ing the nature of services
provided to the client cities or agencies. A comprehensive list of references of
cities served must be provided . Cite examples of qualifying projects with dates,
contact persons, and scope of work performed. The submittal shall clearly state
Temple City, RFP -Pavement Management System Services
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the number and type of programs or services performed . If any previous work
was audited and found to be in non-compliance with a funding source , th is must
be cited .
II. Staff Qualifications. Contractor staff ass igned to complete the scope of services
must have relevant experience in providing the necessary services as described
under the scope of services . All personnel assigned to the work must possess
appropriate certifications or registrations as required by state agencies , if any.
Ill. Contact Person. The contractor will be required to identify the person who will
be the project manager and primary contact person who is authorized to assign
the firm 's staff to specific projects or tasks. Other staff or sub-contractors may be
identified as the specialist in specific areas or for specific tasks . These individuals
must , within reasonable limitations, be accessible to City staff during business
hours . The City shall be notified in writing before a change of personnel occurs
by the contractor. All such personnel changes must be approved by the City.
IV. Organization and Staffing. Proposing firms shall provide a description of the
project manager, other key staff and sub-contractors , if any, and their proposed
relationship with City operations . Specifically show how the proposed
organization and staffing will provide the City with the quantity and quality of
service needed to meet the City's needs. Provide resumes for project manager
and key staff to clearly demonstrate that they possess the adequate skill level
and experience to accomplish the required tasks . Provide a table of organization
indicating the staff hierarchy and responsibilities as it would pertain to the scope
of work in this document.
GENERAL CONDITIONS:
I. The City of Temple City shall not be liable for any pre-contractual expenses
incurred by any contractor, nor shall any firm include such expenses as part of
the proposed cost. Pre-contractual expenses include any expense incurred by a
proposal and negotiating any terms with the City.
II. The City reserves the right to withdraw this RFP at any time without prior notice
and to reject any and all proposals submitted without indicating any reasons . Any
award of contract for services will be made to the firm best qualified and
responsive in the opinion of the City.
Ill. Proposals may , at the City's option , be rejected if they contain any alterations ,
additions , conditional or alternatives , are incomplete, or contain erasures or
irregularities of any kind . The City reserves the right to reject any and all
proposals . The City expressly reserves the right to postpone submittal opening
Temp l e City, RFP-Pa vement M anage m ent System Se r vices
Pag e 7 af 1 0
for its own convenience and to re j ect any and all submittals responding to this
Request for Proposals .
IV. Contractor must agree to indemnify, hold harm less and defend the City , its
officers, agents and assigns from any and all liability or loss resulting from any
suits, claims or actions brought against the City which result directly o r indi rectly
from the wrongful or negligent actions of the contractor in the performan ce of the
contract.
V. Contractor, at its own cost and expense, shall procure and maintain general
liab il ity insurance in an amount not less than one million dollars ($1 ,000 ,000) per
occurrence and two million dollars ($2 ,000 ,000) annual aggregate ; and
automobile liabil ity insurance in an amount not less than $1 ,000 ,000 per
accident. (A combined sing le limit policy w ith aggregate limits in an amount not
less than $2 ,000,000 will be considered equivalent to the requ ired minimum limits
for each of the foregoing.) Where contractor is required to carry professional
liability insurance covering liability aris ing from any error, omission or negligent
act of contractor, its officers , or employees , contractor shall pro cure and mainta in
such coverage with a limit of liability of not less than one million dollars
($1 ,000 ,000) per occurrence . All such insurance coverages shall be procured
from an insurer authorized to do business in California and approved in writing by
the City. The City shall be named as an additional insured . In addition, the
contractor and sub-contractors , if any , shall obtain workers ' compensation
insurance covering all its employees as required by law. Throughout the term of
the contract , the contractor shall deliver to the C ity satisfactory evidence that the
insurance has been rene w ed and that the required premiums have been paid .
VI. Contractor will be required to comply with all existing state and federal labor laws
in cl uding those appli cable to equal opportunity employment provisions .
VII. Contractor is required to have in full force and affect all licenses and permits
required by applicable laws . Contractor shall obtain a Temple City Business
License during the term of the contract.
VIII. Contractor shall at all times provide services with the utmost respect to the
public . All employees of the contractor shall wear clean clothing in the
performance of the ir duties and equ ipment shall be cleaned and maintained in a
safe operating manner. All equ ipment shall be subject to inspection by the City at
any time . All Contractor personnel shall wear appropriate safety gear at all times
while working in Temple City . Contractor shall provide satisfactory warning devices
that meet the requirements of the Californ ia Occupational Safety and Health Act
(Cal -OSHA) for safe traffic control and prot ection of wo rkers when and where
required at all times in the performance of this contract.
Temple City, RFP -Povement Management System Services
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A. Contractor, its agents , and employees shall comply with all laws, ordinances,
rules and regulations of the federal and state governments, the County of Los
Angeles, the City of Temple City and all governi ng bodies having jurisdiction
applying to work done under the agreement.
B. The City reserves the right to negotiate special requirements and proposed
service levels using the selected proposal as a basis. Compensatio n for
services will be negotiated with the contractor.
C. Contractor shall not sublet any portion of the agreement with the City without
express written permission of the City Manager or his designated
representative.
D. No discrimination shall be made in the employment of persons because of the
race , color , or religion of such persons , and every bidder in violation of this
section is subject to all penalties imposed for a violation of Chapter 1 of Part
VII , Division 2 of the Labor Code , in accordance with the provisions of Section
1753 thereof.
E. The City reserves the right to review and approve the qualifications of
subcontracting firms or persons. Substitutions that are not approved are
considered sufficient grounds for termination of contract.
F. The City or any of its duly authorized representatives, shall have access to
and the right to examine, audit , excerpt, copy or transcribe any pertinent
transaction, activity, time and work records, employment records or other
records relating to personnel employed by the contractor. Such material ,
including all pertinent cost accounting , financial records and proprietary data,
will be kept and maintained by the contractor for a period of at least four years
after completion of a contractor's performance unless the City's written
permission is given to dispose of same prior to that time.
G. All responses to this RFP shall become the property of the City of Temple
City and will be retained or disposed of accordingly .
H. No amendments, additions , or alternates shall be accepted after the
submission date and time.
I. All documents, records , des ig ns, and specifications developed by the
con tractor in the co urse of providing services for the City of Temple City shall
be the prop erty of the City . Anything considered to be proprietary should be
so designated by the contractor.
J. Acceptance by the City of any proposal submitted pursuant to this RFP shall
not constitute any implied intent to enter into a contract for services.
Temple City, RFP -Pavement Management System Services
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K. The City reserves the right to issue written notice to all participating firms of
any change in the proposal submission schedule should the City determine,
in its sole discretion , that such changes are necessary.
SUBMITTAL FORMAT AND CONTENT:
I. The submittal should be typed and as brief as possible while adequately
describing the qualifications of the proposing firm (contractor).
II. Proposals are to be submitted in a sealed package , clearly marked with the firm 's
name , address and phone number, and the words "RFP-Pavement Management
Services-". Only one submittal per firm will be considered .
Ill. The contractor shall submit the following information with the package , including
the same information on sub-contractors, in the following format:
A. Cover Letter. In no more than two (2) pages , the contractor should provide
its name, address and phone number, the primary contact name and phone
number, any qualifying statements or comments regarding the submittal and
identification of any sub-contractors and their responsibilities. The signed
letter should also include a paragraph stating that the contractor is unaware of
any conflict of interest in performing the proposed work.
B. Qualifications . This portion should include a description of the qualifications
of the contractor's assigned staff and sub-contractors, relevant experience,
and the availability of the staff for the services provided.
Resumes must be provided for the project manager and any other key staff
members as necessary. In firms with multiple offices, the office location of all
key staff must be identified . After selection of a firm by the City, no
substitution of key staff or sub-contractors may occur without written approval
of the City.
A list of related projects should be included with the name of the contact
person and the telephone number for which the firm has recently or currently
provides services as outlined under the scope of work.
C. Fees. Contractor must submit a proposal that includes a schedule of time
and materials/reimbursable rates including relevant hourly rate for all levels of
staff to be utilized , including sub-contractors if any. Contractors may also
provide alternative rate or fee proposals such as retainers and per case
specific fees or ranges . Examples of fee structures for similar client work
would be helpful.
Temple Ci t y, RFP-Pavem en t Man agement System Services
Page 10 of 10
D. Acceptance of Conditions. This section w ill be a statement offering the
contractor 's acceptance of all conditions listed in the RFP document. Any
exc eptions or suggested changes to the RFP or any contractual obligations ,
includ ing the suggested change , the reasons therefore and the impact it may
have on cost or other considerations on the firm 's behalf must be sta ted in the
submittal. Unless specifically noted by the contractor, the City will assume
that the proposal is in compliance with all aspects of the RFP .
EVALUATION AND SELECTION PROCESS:
Selection w ill follow these steps:
I. Proposal Review: Each proposal w ill be rev iewed to determine if it meets the
RFP requ irements . Fa ilure to meet the requirements of the RFP will be cause for
rejection .
II. Interview: One or more of the most qualified contractors may be interviewed
by an oral board.
Ill. Professional Services Agreement : The City Manager will request a
professional services agreement subject to negotiation of a specified work
program or scope of services , terms of payment and other City requirements
from the contractor found to be most qualified. Nothing in this RFP should imp ly a
contractual obligation for employment.
IV. Contract Approval and Execution: The agreement will be presented to the
City Council for approval and execution by the City Manager.
Please submit five (5) hard copies and one (1) digital copy of the proposal no later
than 6:00 p.m. on November 23, 2012 to:
City of Temple City
c/o: Community Development Department
9701 Las Tunas Drive
Temple City, CA 91780
Attn: Robert Sahagun, Public Safety and Services Manager
Postmarks will not be acce pted .
CITY OF TEMPLE CITY Pr oposa l for Pavement Management Sys tem Se rvices
Table of Contents
A. Cover Letter ...................................................................................................................................... 1
B. Qualifications ................................................................................................................................... 3
-ProjectTeam .............................................................................................................................................................. 6
-Related Projects ..................................................................................................................................................... 11
-Project Unde rstanding and Scope of Services ........................................................................................... 13
-Project Schedule ................................................................................................................................................... 21
C. Fees .................................................................................................................................................... 22
D. Acceptance of Conditions ......................................................................................................... 23
Ill I Harris & Associates ~
--
November 26, 2012
Mr. Robert Sahagun
Public Safery and Services Manager
City ofTemple City
c/o: Community Development Department
9701 Las Tunas Drive
Temple City, CA 91780
Harris & Associates~
Shaping the Future, One Project at a Time,.
Re: Harris is the Right Team to Provide Pavement Management System Services
Dear Mr. Sahagun:
Harris & Associates' is pleased to provide this proposal to provide design services for a Citywide Pavement
Management Program (PMP), for all streets and parking lots within the City using MTC inspection procedures
and the StreetSaver® pavement management software.
We understand your needs in the development of a Pavement Management Program (PMP) for implementation
on Ciry-wide street pavement network and that choosing the most qualified firm is of great importance. Our firm
prides itself as a leading pavement management services provider to many public agencies for a number of years
and as such, has a dear understanding of the objectives of an effective program.
You will benefit from your relationship with Harris in many ways:
@ We are experienced. Many PMP firms have come and gone, but Harris has been providing pavement
management services continuously since 1985.
@ We have a dedicated Infrastructure Asset Management Group possessing StreetSaver~ training and experience.
Over 100 MTC pavement management assignments have been completed for 50 agencies, many using the
on-line version. We have been a leading provider of StreerSaver• services in each of the ten rounds of MTC's
Pavement Technical Assistance Program (P-TAP) funding ro dare.
@ We will incorporate a quality assurance program that exceeds the MTC standard to provide efficient and
accurate inventory/inspection results and data input.
Harris & Associates has assembled an expert team of experienced professionals to assist the City wirh this
project. Our team is pre-qualified through the MTC PTAP Prequalification Process and has the qualifications
and experience needed for this project. The Harris team also has experience in the design and construction of
pavement rehabilitation projects. Our project level experience will insure that treatment recommendations and
cost analysis, required for this project, are feasible and reflect actual project level costs for a variety of treatment
options.
34 Executive Park, Suite 150 Irvine, California 92614 949.655-3900 949.655-3995 Fax www.harris-assoc.com
l ,:t" &< ... •• ..... '·~. '
Mr. Robert Sa hag un
Publi c Safety and Serv ices Manager
C ity ofTemple City
Page 2
Primary Contact:
Mr. Randall Bliss, PE, Project Manager
34 Executive Park, Suite 150, Irvine CA 92614
tel: (949) 655-3900 x2356
Harris is unaware of any conflict of inte rest in p erforming th e proposed work.
Please let us know if you h ave an y questions or comment s regarding this proposal. We look forw a rd co working wirh
the C ity and providing comp re hensive pavement management se r vices to you .
Sincerely,
Harris & Associates
/!!!!(
Ehab S. Gerges, PE
Vice Pres ident, M anager of Engineering Services
R andall E . Bliss, PE
Project Manager
Rl Harris & Associates.
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
B. Qualifications
Harris & Associates (Harris), founded in 19 74, specializes in serv ing the profess ional service needs of public
age ncies and institutions in the Western states . We provide expertise from project conception through occupancy,
in the following four se rvice areas:
@ Municipal services
@ Engineering services
@ Project and construction management
@ Program management
Harris has a staff of230 employee-owners including licensed engineers and architects, certified construction
managers , and inspectors. We understand rhar successful project delivery means more than being on time
and under budget. Successful projects have to address the co n ce rns of neighbors and users, be sensitive to the
environment, and co nform to local political realities. By focusing on our clients' needs as our top priority, we have
earned an exce ll ent reputation within the industry. Our depth and breadth of skill s will assist the City in charting
the course of your projects.
We provide a wide variety of asset management services:
@ Software and system selection
@ Condition survey a nd analysis
@ GPS data collecti on
@ Budget analysis and recommendations
@ Capital improvement planning
@ GIS integration
@ Annual updates
@ GASB 34 compliance
Pavement Management Services
Harris is one of the oldest and largest providers of pavement servic es in California. We have set up and serviced
pavement management systems since the mid-1980s when we developed our own Pavement Management
Program (PMP) software known as PMi. When the Metropolitan Transportation Commission's (MTC) PMP
software became well-established in the 1990s, we decided not to compete on the software d evelopment side, but
rather ro support MTC's PMP diems. We have also expanded our capabilities through utilization of other major
pavement and infrastructure asset management systems.
Harris has completed over 200 PMP projects, including Ill MTC projects in recent years. MTC ha s ce rtified
Harris as a Pavemenr Technical Assistance Program (P-TAP) consultant during every round of their program,
including six assignments in the current Round 10. Due to our knowledge and expertise of their Version 7 .5
somva re, MTC asked us to perform beta testing during the development of their Version 9.0 StreetSaver software.
Harris h as also participated as a member of MTC's Joint Development Committee overseeing the evolution of
Il l Ha rris & Associates ~ Page3
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
their pavemem managemem sofnva re si n ce Version 5. Our inspection staff attends every MTC "Users Week"
co nfe rence. We are set up to use the in-house or on-line versions of SrreetSaver (currently most of our MTC-user
clients use the online version).
Proven Performance through Project Controls
H a rri s has assisted over 100 agencies with asset management projects over the last 20 years. Projects have ranged
from pavement management implementation to development of storm drain, signage, lighting, and sidewalk
m an agement systems. Our project refe rences will verify our successful past p erformance and track record. Owner
sat isfac ti on is reflected in the large number of repeat assignments for PMP services. Satisfied diems regu larly
request Harris when submitting their P-TAP grant applications.
Our Project Manager, Randall Bliss, PE, will monitor and co ntrol costs to ensure that the budget is met. We pride
ourselves on accurate pavement condition su rveys and have developed quality control procedures to keep our
standards high. Mr. Bliss will review 5% of the field s urveys to verify a starisrically valid quality co ntrol review, and
will perform additional calculations and checks on rhe electronic survey clara to find potential erro rs. Mr. Bliss will
proactively monitor performa nce against the project sch edule to make certain the pavement condition s urveys are
co mpleted within the required time fram es .
Given Harris' specialized experience, we h ave encountered all of the classic problems associated with infrastructure
asset management. As a result, we are in an excellent position to head off problems before they occur. By
proactively moniroring and managing the project progress and schedule, augmented by our extensive experience
with these types of contracts, we will be able ro warn the City in advance of any s uch problems.
Strategies for Success
Over rhe years of providing such services to agencies
throughout California, Harris has established the following
strategies for the successful development of the City of
Beverly Hills' Pave ment Management Program.
Starting Off on the Right Foot. Starting a project "on the
right foot" is critical. We will meet with the City's project
manager and others w confirm schedule, sequence of work,
budget, scope of work, deliverables , progress reporting,
communication, safety, and other procedural items.
Use City Staff's Time Wisely. We want ro be considered an
integral part of the City s taff resources while doing our work
and minimizing the impact of the project on City stafFs time.
Thus, we ask for access to staff when needed , but pledge to work independently with minimal interruption to
staff. We will be ava ilable at all times for telephone consultation and pride ourselves in being extremely responsive
to City staff. Our field employees are assigned cell phones for ongoing communication and coordination of work.
Offer Shadow Inspections (Ride-Along Option). We offer to let City s taff accompany our inspectors in order
to see how data collection is performed and what parameters go into the surveys. This exposure to real world
conditions will help City pavement management st aff make system decisions relating to budget and prioritizing
work lists.
Ill Hams & Assodates ~ Page4
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
Data Collection Methods. A visual survey is performed on all the
in spection seg ments and our inspection data is recorded into hand-held
voice record ers in the field and transferred at least daily onto laptop
computers which have been pre-loaded with seg ment data. We have tried
numerous data collection methods and find this to be rhe most accurate,
efficient, and cost-effective method. We will also us e our standard truck-
mounted distance measuring device to ver ify other segment parameters.
Inspections for rhis project will be performed using geo -referenced digital
imagery.
Quality Assurance (QA) Program. Every PMP project we undertake
incorporates a two-part QA program (fiel d and office). First, we assure
consistency in field data collected by different inspectors as well as
com pliance with MTC's data collection guidelines by Mr. Bliss field-
ch ec king 5% of the inspected segments. Secondly, Mr. Bliss rakes an
ac tive role in performing data entry, analysis and report-writing as well as
reviewing the work of other staff. Quality is also enhanced by having proper
training and project orientation for all inspec tors assigned to a project. Our
QA program is further described in our scope of services section.
Safety and Security. We are concerned about safety of our inspectors as
well as the public when conducting our work. Our company trucks are
well -marked and include a beacon on the roof. In difficult rraffic areas, we
may u se a driver and an observer/recorder. All employees wear bright safety
vests and carry Harris business cards for identification .
Customized Work Plan. Usually there is a differe nce between the backlog
of recommended PMP work needed to achieve a desired pavement
condition index (PCI) and the reality of funds available. We will also work
on creating customized projects by grouping the streets in districts versus
city wide using the StreetSaver project selection module and recommend the most viable work plan. We will work
with staff to identify and run various budget scenarios to d evelop a customized work plan that maximizes the
effectiveness of available funds .
Addressing the Funding Shortfall. If appropriate, we will work with staff to develop a strategy for approaching
the city council to seek an increase in PMP funding. This usually includes educating the council abouc the value of
pavement management, the life cycle of pavements (the deterioration curves), and the economic and public safety
impacts of inadequate investment in your pavement system. We have used this approach successfully for other
agencies. Harris also helps public agencies develop funding strategies including use of Proposition 1 B bond funds ,
creation of assessment districts, and granr assistance. We will help policy makers understand how the average PCI
will deteriorate over time if sufficient funds are not budgeted.
Follow-up Care. We won't leave C ity staff "hanging" after we're done with the project. We offer a number of
follow-up services, including on-call consultation, staff training (computer or inspection), and running budget or
work-list reports whenever needed. We hope this project will be the beginning of a long-term relationship between
Harris and the City.
Ill Harris & Associates " Page 5
CITY OF TEMPLE CITY
Randall Bliss, PE-Proj ect Manager
Education: BS, Civil Engineering
Registration: Professional Civil Engineer, CA
Location: Irvine, California
Proposal for Pavement Management System Services
Mr. Bliss h as 23 years of experience in civil engineering as a roadway designer and is adept at usi ng the latest
srate-of-rhe-an computerized CADD design and modeling tools. He has extensive construction inspection a nd
field engineering experience, which translates well to his practical and constructible de signs. He served as Project
Engineer on the award winning Pomerado Road Widening and Rehabilitation project in the City of Poway and
has recently completed roadway rehabilita tion designs for the cities of Lake Elsinore , Lake Forest , Yorba Linda,
Irvine, San Marino, Tustin, Garden Grove, and Glendale, as well as the Los Angeles County Department of Public
Works . His pipeline expertise includes sanitary sewers, forc e mains , storm drai ns , and domestic and reclaimed
water lines . In addition ro design , he has prepared studies and reporrs for civil projects. He is also ex p er ie nced in
the organization and performance of m ate rial s testing and providing construction field inspecrion se rvices.
Cif:J' of Beverly Hills, Pavement Management !mplementatimt. Mr. Bliss was the Project Manager for chis project.
Harris conducted this pavement condition survey for 142 miles of public roadway and alleys. Tas ks included
entering data into pavement management software system, compiling data, preparing funding scenario analysis
for a capital improvement program for pavement maintenance, tying data to the City of Beverly Hills' geographic
information system, and preparing report on findings.
City of La Palma, Pavement Management Sys tem Update. Mr. Bliss is serving as Project Manager for this project.
Harris is currently serving as a pavement condition evaluator and engineering analyst for the City's Pavement
management program update using Paver application. We set up a custom inspection database using MS Access ,
inspected the City's paved streets, performed budget a nalysis and developed scenarios per C ity's requirements, and
generated the projecr reports. Harris will also be training the City in the use ofMicroPAVER application.
City of Tustin , Annual Major Pavement Maintenance Projects, FY 2 003-10. Mr. Bliss is se rving as Project Manager
for this projec t and has provided design serv ices for the City's annual pavement maintenance project for the past
se ven years. Harris has typically developed pl an specifications and estimates for projects and the projects included
a thorough field review of the candidate streets to confirm that the existing pavement conditions were consistent
with the recommendations found in the City provided PMS report . Harris worked closely with City staff
reviewing available budgets and recommended which streets required base repairs only and which srreets would
require bas e repairs and overlays. Harris provided the replacement pavement section depths (usually 5-inches) and
overlay depths (usually 1.5 ro 2-inches for residential streets). Base repair locations were shown on City quad maps
with each location called out by a corresponding letter. A quantity matrix was prepared relating the corresponding
letter to field measures and marked quantity. Streets receiving overlays, which Harris prepared, were 40 scale plans
showing treatment types and thickness es, base repair areas, grinding limits, replacement striping and adjustment
of manhole and water valve covers. These projects also included replacement of failing curb and gutter and
nonconforming access ramps. The City's annual construction budget for these projects has ranged from $600,000
to $1.4 million.
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CITY OF TEMPLE CITY Proposal for Pavement Management System Services
Randall Bliss, PE (Continued)
City of Rancho Palos Verdes, Annual Street Overlay and Slurry Seal Program (FY 2007-08, 2008-09). Project
Manager. Prepared PS&E documents for t h e As phalt Concrete (AC) and Po rtla nd C em ent Conc rete (P CC)
rehabilitation of various stree ts, located alo ng th e co as t in th e C ity o f Ran cho Pa lo s Verdes. Thi s projects requi red
ex pertise in as phalt paving, pavem ent rehabilitation, slurry sea l, concret e co nstruction of sid ewalk, curb & gutter
and cross gutters.
City of Laguna Beach, FY 2008-09 Street Rehabilitation. Project Manager. Obtained a d etailed aerial survey,
developed and implemented a d etailed pavem ent rehabilitation strategy and obta ined additio nal supplemental
ground survey to troubleshoot special drainage and grading iss ues . The proj ect area was broken into three la rge
sub-areas with a total of 64 res idential streets and alleys and a total of 80 ,400 linear feet of affected roadway.
II I Harris & Assodates M Page 8
CITY OF TEMPLE CITY
Mike de Vila-Project Techn ician
Education: BS: Civil Engineering
Location: Irvine, California
Proposal for Pavement Management System Services
Mr. de Vila has worked in a supervisory level performing such duties as analyzing/projecting forecasts, planning
and calculating/reporting final estimates. He has worked on the inspection effort for pavement management
projects, having surveyed over 1500 miles of public roads. Mr. de Vila is responsible for performing basic
engineering assignments as related to specific projects. These assignments can include field data collection,
database manipulation, AutoCAD drafting, calculations, reports, infrastructure evaluations, and construction cost
audits.
City of Oceanside, CA, Pavement M a nagement Program Update . Mr. de Vila surveyed the public streets within
the City in order to update the condition ratings for a new Capital Improvement Plan. The project consisted of
inspection of approx. 120 miles of public streets and alleys.
City of Goleta, Pavement Management Program Upgrade . Mr. de Vila was the Field Technician for the pavement
condition inspection of the City's street network, entering condition data, all work history and analyzing output.
The project consisted of 39 miles of arterial and collector street segments.
City ofWestminster, Pavement Management System Update . Mr. de Vila was the Field Technician responsible for
surveying all City's streets in order to update condition ratings for a new v.vo-year capital improvement plan. The
project consisted of 170 miles of public street segments.
City of Carpinteria, Pavemen t Management Program Update . Field Technician for the pavement condition
inspections on one-third of the City. Mr. de Vila was responsible for entering condition data and all work history
into the APWA MicroPAVER pavement management database system.
City of Santa Barbara, Pavement Management Update. Technician responsible for the condition update of the city
wide pavement management program (MicroPAVER). QA technician for the database. Researched the roadway
construction dates using construction blueprints. Prepared budget analysis with different scenarios. The project
included the inspection of 84 center line miles of public roads.
City ofTustin, GASB 34 Compliance Evaluation Services. Project technician for reviewing completeness/adequacy
of city infrasrructure records, prepare an inventory and valuation, develop electronic modules/data conversion,
prepare and submit final report for GASB 34 compliance. This project included the analysis of the City's existing
pavement management data for development of valuations.
City of Palos Verdes Estates, Development of a Pavement Management Program . Mr. de Vila was the Field Technician
that conducted the condition data collection using the Micro Paver System. The project consisted of field survey of
the entire city, capital improvement analysis, and preparation of a six-year plan.
Il l Harris & Assodates ~ Page9
CITY OF TEMPLE CITY
Ehab Gerges, PE-Project Director
Edu cation: BS, Civil Engineering
Registration: Proftssional Civil Enginw; CA
Location: Irvine, California
Proposal for Pavement Management System Services
Mr. Gerges has over 19 years of profess ional experience in public works design. He has managed and designed a
wide variety of public works projects including site developm ent, pavement rehabilitation, street widening, storm
drain , sewer and water improvements. Mr. Gerges' experience also encompasses municipal engineering where h e
served on ass ignments helping public agencies in the preparation of request for proposals, consultant selection,
contract n egot iations, NPDES and other permits' process ing, infrastructure studies and bidding, inspection, and
construction management for several capital improvements projects.
City ofYorba Linda, Pa vement Management Update. Mr. Gerges was the Project Director for this project. Harris
conducted this pavement condition survey for 230 miles of public roadway and alleys. Tasks included entering
data into pavement management software systems, compiling data , preparing funding sce nario analysis for a
capital improveme nt program for pavement maintenance, tying data t o City's geographic information sys te m , and
preparing reports on these findings .
City of La Palma, Pavement Management System Update . Mr. Gerges is serving as Project Manager for this project.
Harris is currently serving as a pavement condition evaluator and engineering analyst for the City's Pavement
management program update using Paver application. We se t up a custom inspection database using MS Access,
insp ec ted rhe City's paved streets, performed budget analysis a nd developed scenarios per City's requirements, and
generated the project reports. Harris will also be training the City in the use of MicroPAVER application.
City of Beverly Hills, Pavement M anagement Implementation . Mr. Gerges was the Project Director for this project.
Harris conducted this pavement co ndition survey for 17 0 miles of public roadway and alleys. Tasks included
entering data into pavement management software system, compiling data, preparing funding scenario analysis
for a capital improvement program for pavement maintenance , tying data to the City of Beverly Hills' geographic
informati on system, and preparing report on findings.
City of Lo s Alamitos, Develop ment of a Pavement Management System . Mr. Gergcs was the Project Director for this
project. Harris provided Proj ect Management services for the preparation of the City's Pavement Management
Program. Other duties included: preparation, administration, and implementation of the Annual Capital
Improvement Program for the City. Attended the City Council and the Traffic Commissi on meetings and also
prepared staff reports and other technical reports for pres entation ro the City Council and Traffic Commission.
City of Coronado, Pa vement Management System Training. Mr. Gerges served as Project Manager for this project.
Harris trained City staff in the pavement management program. The rw·o day training session included field
training; identifying various di stresses on AC and PCC streets, going over the distress identified in the manual,
covering importance of quality assurance and quality control. Procedures for office and field checking of
inspection data , data input & PCI calculation. PMP Application Training -1his workshop provided instructions
on h ow to perform data entry functions, database calculations, using StreetSaver • Online v9.0. Topics included:
St reetSaver• Online v9.0 Overview and Installation , Data Entry and Editing and the use the Events Module, PCI
Calculations, custom report generation and graphs.
II I Harris & Assodates ~ Page 10
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
Related Projects
City of Beverly Hills, 2011 Pavement Management Update
Harris conduc ted this pavement condition survey for 142 miles
of public roadway and all eys. Tasks included entering data into
pavem ent management software system , co mpiling data, preparing
fu nding scenario analysis fo r a ca pital improvem ent program for
pavement maintenance and preparing rep o rt on findings.
Reference:
Mr. Juan Martinez, Civil Engineer
(31 0} 285-2512
Date: 2011
City of Glendale, Pavement Management Implementation and Curb Ramp
Inventory
H arris conducted this pavement condition survey for 375 miles
of public roadway and alle ys . Tasks included entering d ata into
pavement m anagemem software syst em , co mpiled data while
preparing funding sc enario analysis for a capital improvement
program for pavement maintenance, tying data to the C ity of
Glendale's geographic information system , and prepared a report on
the fi ndings and prese nt results. Harris also conducted a n inventory
of curb ramps for 1400 of the C ity's 2800 intersections to determine
the location of ra mps and compliance with ADA requirements.
City of Yorba Linda, 2012 Pavement Management
Update
H arris conducted this pavement condition survey for 230 miles
of public roadway and alleys . T asks included entering data into
pavement management software system s, compiling data, preparing
funding scenario analysis for a capital improvement program for
pavement m aintenance, tying data ro City's geogra phic information
syste m, and preparing reports on the se finding s.
B I Harris & Assodates M
Reference :
Mr. Roubik Golan ian, City Engineer
(818} 548-3945
Date: 2004
Reference:
Mr. Mark Stowell, City Engineer
(714} 961 -7170
Date: 2012
Page 11
CITY OF TEMPLE CITY Proposal for Pavement Management Sys tem Services
City of La Pal m a, 2012 Pave m ent Man agement
System Update
Harris is currently ser ving as a p avement co ndition eva lu ator and
enginee ring analyst for the City's Pavement m anageme nt program
updat e u sing MicroPAVER appli catio n. We have set up a custom
insp ec tion dat abase using MS Acc ess, inspected the C ity's pave d
Reference:
Mr. Jeff Moneda, Public Works Director/
City Engineer
(714) 690-3310
Date: 2012
streets, p erfo rmed budget an alys is and d eveloped scenarios per City's requirem ents, and generated rh e project
reports. Harris also prepared a PMP report in conformance wirh O CTA guidelines.
Ci t y of So lan a Beach, 2012 Pavement
Management Program Upd at e
Harris performed in spections, d evel oped PCI's, and updated
the City's exi sting pavement rehabilitatio n strategies and m ad e
recommendations for cost effective cha n ges. In addition ro
thi s, we eva luated existing unit costs, developed a 5-year capital
improvement plan , a nd produced a formal report of all find in gs.
Orang e County Transportation Authority, 2007 -
09 Pavem ent M an ag e m ent Software Program-
M icro PAVER
As pan of a project team, Harris was co ntracted to perform a
Reference :
Mr. Ji m Greenstein,
Associate Civil Engineer
(858) 720-2476
Date: 2012
Reference :
Mr. Harry Thomas
(714) 569-5617
Date:2009
pave ment management software analys is for the Oran ge CountyTransportarion Authority (OCTA).The proj ect
co nsists of ass isting OCTA in the rev iew and assess m ent of all relevant and co mmo nplace pavement management
softwa re's on the m arket and one's that are currently being used within each local age n cy within O range County.
Our staff was respo n sible for reviewing each management ap p roach and software u sed within all 35 agencies in the
County to ascertai n how each progra m is being appli ed . OCTA eventually se lected Micro PAVER as its pavement
software th at will be used within irs ow n Loca l Program gro up as well as require eac h Orange County age ncy,
includin g the County of Orange t o use the software. Our ream assisted OCTA in the d evelopment of co nversion
and application costs for each age n cy to implement MicroPAVER.
II I Harris & Associates . Page 12
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
Project Understanding and Scope of Services
Project Understanding
The City ofTemple City wishes to implement a Pavement Management Program (PMP) for the entire City. Work
includes: performing inspections of City streets, alleys, parking lots and sidewalks for various distress es; entering
field coll ected pavement data into a PMP software; developing a pavement condition index (PCI) for each street
and parking lot; develop a six year rehabilitation program addressing the worst streets first; develop a formal
report , with an executive summary, showing all data, planning and budgeting information.
The work will include inspection of all streets in the City which including approximately 75 centerline miles of
streets and alleys including approximately 10 miles of arterials , 41 miles of collectors, 20 mil es of residential/local,
and 3 miles are alleys .
Once the field data has been collected and the PCI calculations have been completed, a six year maintenance
Strategy will be developed based on the City's available budget. All findings, data , PCI ratings and maintenance
programs will be summarized in an updated pave ment management report.
PMP Software
Currently there are two PMP softwares that are commonly used by public agencies. The following is a brief review
of the PMP softwares and a recommendation for this project
Ameri can Public Works Association (APWA) MicroPaver
Micro PAVER was developed by the Department of Defense in the late 1970's. The US Air Force , Army, and
Navy funded Micro PAVER 's development with the Federal Aviation Administration and the Federal Highway
Administration. MicroPaver was endorsed by the APWA in 1982 and the APWA established a support center in
Kansas City, Missouri. The software is also supported by the University of Illinois. The system has a built in GIS
interface and allows for custom inrerfaces through its open database.
A large number of Southern California agencies currently use this software. Since the City's PMP calls for the
inspection of all street segments, it would be an opportune time to transfer database software programs. As rhe
City may be aware, this software package is Windows based and provides the following features :
@ Fast database operations.
@ The ability to store scanned or digital images.
@ Built-in field inspection capability.
@ Pavement inventory including limits, features , and geometry of the segments .
@ Allow the City to manage its pavemenr nerwork by tracking street conditions, identify cost-effective
maintenance strategies, developing capital improvement budgets, and tracking historical work-loads on each
street segmenrs within the City.
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CITY OF TEMPLE CITY Proposal for Pavement Management System Services
MicroPaver has the capability of:
@ Defining maintenance strategies , unit costs, and deterioration curves
@ Developing budget and cost information which can be readily changed to reflect annual changes in fiscal
requirements, and to reflect multi-year budgeting needs (i.e., "what if" budget analyses comparing the impact
on maintenance programs and service levels based on various funding levels and cost benefit analysis.
@ Demonstrating graphically (i .e., pie charts, bar charts, etc), and in tabular format , the overall condition levels
for the enrire street nerwork based on the above mentioned codes.
@ Analyzing pavement condition and developing priority lists.
@ Entering and storing completed maintenance projects to keep an archive of all work-related activities relative
tO each pavement section.
@ Identifying improve ment strategies for each pavement section
Harris can enter all data collected into a new pavement management database using the APWA Micro Paver
sofrware program. A Pavement Condition Index (PCI) can be calculated for each street after the data entry has
been completed.
Upon completion of the data entry, a condition report can be ge nerated showing each stre et section and its current
PCI. The PCI is presented using a scale of 0 to 100, where 0 is the worst condition and 100 is the best condition.
Use of this program would require conversion of the City's existing PMP data from MTC Srreetsaver program to
the MircoPaver program.
Th e condition report from the database results, in Excel format, can be transmitted to the City for review and
discuss ion.
Currently the City does not own the Mi cro PAVER software to view the database . The City or Harris and
Associates can purchase this softwa re and transfer the software at the end of the project. An electronic co py of the
Micro PAVER database would be provided to the City.
Metropolitan Transportation Commission (MTC) Srreetsaver
The MTC was created by the State Legislature in 1970 to provide transportation planning for the San Francisco
Bay Area. MTC administers federal monies , such as the Surface Transportation Program and Congestion
Mitigation and Air Quality Program, as well as state and regional funds provided by the Transportation
D evelopment Act. It is a coordinating agency for the nine counties in the San Francisco Bay Area. In 1986, it
develo ped one of the first pavement managem ent programs tailored specifically to cities and counties, rather than
st ate highway systems. It uses a visual condition rating sys tem with a pavement condition index (PCI) rating from
0 (failed) to 100 (excellent), which is based on the Army Corps of Engineers pavement management methodology.
C urrently, the City ofTemple City's pavement management database utilizes the Metropolitan Transportation
Commission (MTC) Pavement Management Program (PMP) software program .
The program allows the use of Budget Scenarios and budget amounts established by the user and assist staff in
providing recommendations on how to cost effectively maintain and rehabilitate street. The Budget Analysis too l
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CITY OF TEMPLE CITY Proposal for Pavement Management System Services
allows m anagement to determine the magnitude of the street maintenance n eeds, the efforrs required to maintain
or improve the overall condition of the C ity's streets to an acceptable level, and to understa nd the consequences of
underfunding the sueet maintenance program or spending funds without a long term preve ntative maintenance
strategy.
The PMP program includes a database comprised of several sets of data regarding the roadway network. This
information includes a complete street inventory, existing pavemem condition , and preferred maintenance and
rehabilitation treatmems with their resp ective costs. Random street segments were crosschecked by field personnel
for quality control. Budget analysis are then performed utilizing the database informa tion.
There are seven steps required for a complete network analysis:
1. Collect pavement condition and mainten ance rehabilitation data for entire network.
2. Enter inspection unit d at a an d/or applied maintenance and rehab ilitations data .
3. Check and update maintenance treatment d efinitions and pavement category definitions.
4. Calculate the Pavement Condition Index (PCI) based on the collected data.
5. Run a Needs Analysi s of treatments and cos ts.
6 . Prepare multiple year maintenance and rehabilitations plan.
1he Streetsaver program is now available in an on-line version the makes access and program update s easy. Use of
the MTC Streetsaver Online Version 9 software requires an annual subscription fee for use d of the so ftware.
Scope of Services
Task 1: Project Orientation
At the start of the project, Harris will m ee t with the City to disc uss in detail the expectations for the project, the
budget programs to be determined, the field collection method, current procedures for pavement maimenance,
available resources and the project schedule. At thi s meeting, Harris would expect to receive current unit costs
from the City, recent treatment hi stories or newly acquired street data and the City's expected funding.
At this meeting, Harris would expect to receive the following data or items from the C ity:
@ Any Updated City Map showing all public streets and alleys within the City.
@ All street maintenance history data (Residential and Arterial), including slurry seal and overlay projects
@ City anticipated annual Street rehabilitation CIP budget.
@ Identification of any Maintenance Zones
@ Functional classification (i.e. arterial, collector, lo ca l)
@ Current improvement strategi es and unit costs
The maintenance history update will be an integral part in establishing the Pavement Condition Index for those
streets that recently underwent rehabilitation.
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CITY OF TEMPLE CITY Proposal for Pav ement Management System Services
Task 2: Field Data Collection
Harris will conduct a field invento ry on all st ree ts within the C iry (approximately 75 Centerli ne miles) to coll ect
& ve ri fY the foll owing data:
@ Name of the street
@ Limits of the pavement segment (fi·om I to) -A d escripti on of the limits of each pavement sec tion. The limits
will nore rhe side of rhe boundary street from which the segm ent was taken (e.g., "N/S MAIN ST" refers to
the north side of the intersec tio n at M a in St). If the limits exists between intersections, then the d escription
may be an address , post mil e marker, or a distance from a known point of refe ren ce (e.g., "5 00' N/0 MAIN
ST").
@ Length and width of the pavement segmen t -1he length of each segment will be measured using an electronic
DMI (Distance Measuring Instrument) atrach ed to and specifi ca ll y ca librated for a vehicl e. The DMI unit
w ill be recalibrared prior to the start o f the field inventory. City staff is welcome to res t th e accu racy of the
meas urem ents. The width will be meas u re d usi ng a standard measuring wheel, and will be meas u red from
ed ge of pavement to edge of pavement.
@ Tota l area of the pavement segment-This will b e calculated from the le ngth a nd width measurements.
Adjustments may be made for medians, cross gutters, planters, etc., and will be noted fo r each segm e nt, if
ap plicable.
@ Number of travel lanes-The number of rravellanes, excluding parking lanes . 1his would include the double
left turn lane in the center, if applicable.
@ Suiface type-such as AC, PCC, Grav el , or Dirt
Suiface distress -A walking survey o f a represent ative street segment (a pproxim at ely eve ry 1 000 fee t) will b e made
and its condition re cord ed based upon actual surface conditions and physica l characteristi cs of the seg ment. The
following distress with be reviewe d based in part on criteria described in ASTM Standard D6433-09-Pavement
Management for Airports, Roads and Parking Lots:
Asphalt Concrete Pavements
1. Alligator/fatigue cracking
2. Blo ck cracking
3. Bumps and Sags
4. Rurting a nd D epress ions
5. Longitudinal and transve rse cra cking
6. Patching a nd utility trenches
7. Raveling and weathering
8. Potholes
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CITY OFTEMPLE CITY Proposal for Pavement Management System Services
Po rtland Cement Concrete Pavement:
I . Corner breaks
2. Durability "D " cracking
3. Joint sealant damage
4. Joint and corner spalling
5. Longitudinal and transverse cracking (both non-reinforced and reinforced slabs)
6. Popouts
7. Shrinkage cracking
Identification of street geometry, frontage improvements and drainage properties will not be included in the scope
because these are not factors that are used for determining existing pavement condition.
Task 3 -Photo Documentation
The scope will include a current digital image of all streets and roadways surveyed (standard rule of thumb is one
photograph per residential street and approximately one photograph per mile for collector and arterial street, and
at changes in condition or use of roadway). Photos will be label by street name and numbered sequentially in a
west to east or south to north direction if multiple photos are required for any particular street.
Task 4: Identification of Roadway Section Requiring Structural Testing
The scope required identification of street segments where additional structural testing such as Component
Analysis or Deflection Testing may be necessary. This evaluation will be limited to Arterial and Collector streets
only and based on an agreed upon target range ofPCI's (I.E. 60-40).
Task 5: Quality Management Plan
Scope of work shall include the development of a formal data collection Quality Management Plan (QMP). 1l1e
QMP shall address data quality control for data collection as well as quality acceptance by City staff.
Task 6: Treatment History Update
Harris will review the City provided records , databases, maps, and plans to obtain as much pertinent information
as possible on any newly constructed or rehabilitated streets within the City. This data should include the
following, if available:
@ Maintenance history and capital improvement projects since last update
@ Identification of any Maintenance Zones
@ Functional classification (i.e. arterial, collector, local)
@ Current improvement strategies and unit costs
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CITY OF TEMPLE CITY Proposal for Pavement Management System Services
The maintenance history update will be an integral part in establishing the Pavement Conditio n Index for those
streets that recently underwent rehabilitation.
Task 7: Pavement Management Data Entry and PCI Calculations
Once a ll field reviews have been completed all findings will be entered into A Pavement Condition Index (P C I)
and pavement rehabilitation trea tment wi ll b e generated for each street surveyed after the data entry has b een
completed.
Upon completion of the data entry tables will be generated showing each street section and its c urrent PCI. The
PCI is presen ted using a scale of 0 to 100, where 0 is the worst condition and 100 is the best condition.
An electronic copy of the updated Streetsaver database will be provided to the C ity.
Task 8: Define Repair I Rehabilitation Strategies
Following review of the pavement condition inventory data, the various repair/rehab ilitation strategies will
be discu ssed. Harris will review the City's existing repair and rehabilitation strategies, and assist the City with
development of cost effective preventative maintenance, repair, and rehabiliration strategies.
The strategies will be developed based on road class, type of s urface and specific needs of the C ity. The task will
deliver recommended strategies that are based upon the selection of appropriate activities, unir costs, and life
cycles for the City.
Task 9: Develop 6-Year Capital Improvement Plan
Once the repai r/rehabilitation strategies have b een defined, Harris will identify the recommended maintenance
a nd rehabilitation projects for all streets over a 6-year period. The recommended projects would be identified on
the basis of several criteria: cost/benefit analysis, present pavement conditions, current and unconstrained funding
levels, future routine and major maintenance needs based on projected deterioration rates, and desired levels of
service.
The primary emphasis of this task is to maximize the programming of street maintenance proj ects u si ng the most
cost-effective maintenance strategies available, and taking into account a life cycle cost analysis of each strategy
recommended.
Following this analysis, project lists would be generated for four (4) funding levels:
@ Unconstrained Funding Level
@ Zero Funding Level
@ City's Current Projected Funding Level , and
@ Harris' recommended funding level for the City.
In this way, if available funding is less than required for completion of recommended projects within a given year,
it will be easy to determine which projects can be deferred with the least impact on current pavement conditions
and future rehab ilitation costs, in addition to showing the total backlog of street maintenance work.
Il l Harris & Associates . Page 18
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
The funding scenarios will be rerun once (1) based o n rhe Ciry's commems on the Draft Report.
Task 10: Final Report
Harris will prepare an executive summary report that will summarize: the objectives for a sound pavement
managcmem program, rhe field data co ll ection techniques and data neces sa ry to generate a reliable pavemem
managemem program, the assessment and evaluation results, a nd present condition of streets eval uated
and rehabilitation and maintenance st rategies proposed. Harris will also provide our conclusions and
recommendations within the executive summary.
The Pavemem Management Program Report will provide a summary of the findings from the condition survey
with the corresponding reco mmendations for the implementation of a cost effective maintenance program.
The report will b e prepared in a format that will utilize the information gathered and anal yses performed by Harris
during the course of the projecr. The report will provide the C iry with informarion on:
@ Current pavem ent conditions shown in tabular format (best tO worst condition) and graphical format for all
street classifications and surface types, in order to estab li sh user-benefit relationships
@ Recommended maintenance and rehabilitation strategies
@ Project schedules and associated budgets (i.e., adjusted for inflation within the software based on user se lected
inflation factors) for the entire network, as well as each street segment, for eac h fiscal year over the seven year
period
@ Priority projects that should b e sc heduled for immediate maintenance, based on existing condi tions
@ An analysis that allows the City to measure and understand the impact on and cost of deferred maintenance
for the City street network
Deliverable: Pave ment Management Report (1 hard copy, 1 electronic copy)
Streetsaver pavement d ata on CD-ROM
Task 11: PMP Software and StaffTraining
Software
Scope and fee includes procurement and implementation of the latest version of MTC's Streetsaver PMP Program
Online Version 9.0. Program cost are based on an annual subscription fee. Support and use of the Srreetsaver
program will be limited to those included in the annual subscription agreement with MTC and no additional
warranty or support will be allowed therefore.
Software Training
H arris' project m anager will provide 12 hours of training sessions in the operation of the Pavement Management
Program and system procedures. The software operation training will cover pavemem section definition, data
co ll ection, pavement condition surveys, d ata entry/ed it ing, databa se calculations, budget needs/analysis, report
generation and database management. Training topics may be added or su btracted within the scope of the hours
allotted to this task.
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CITY OF TEMPLE CITY Proposal for Pavement Management System Services
A workbook wi ll be handed out as part of this training. The City will provide facilities for this training . Harris
can provide a co mputer projector for lecture-s tyle training. Otherwise, the City wi ll need to provide a training
facility with as many computers the City deems necessary for attendees.
Field Survey Training
Harris will conduct one (1) half day pavement condition survey training workshop. This workshop will focus on
data collection methods, pavem ent distress identification, and field data entry. It is expected that a portion of this
wo rksh op will be conducted in a classro om, with the majority of the training held in the field. Field training will
be conducted as Harris technicians conduct the projects fie ld ratings.
Training is needed for City personnel to operate the system independently after implementation of the Pavement
Management System.
Task 12: Sidewalk Inventory
The City is interested in conducting an evaluation of various con crete distresses for ex isting sidewalks. Based
on di scussions with C ity staff, it is assumed that 20% of the City's 75 miles ( 15 miles) of roadways have existing
PCC sidewa lks. Taking into account both sides of the street, it is assumed that up to 30 miles of sidewalk will be
reviewed and eva luated as pan of this project. During the course of this project, if it determined that the quantity
of sidewalk to b e reviewed is more than 5% greater than the 30 miles assumed here, additional scope and fee will
need to be negotiated for the additional areas prior to completion of the si dewalk inventory.
The approach prese nted in this proposal includes data collection using a manual method, wh ere sidewalk data is
documented on paper worksheets and then entered into a MS Excel spreadsheet in the office. The deliverable to
the City will be a MS Excel spreadsheets which can be sorted by location (street and address) or distress type.
Harris will develop an invemory guideline that will be used to conduct the concrete distress field inspec tions. The
guideline will detail the information to be collected for sidewalks, and procedures for handling anomalies. 1l1e
guidelines will be reviewed and approved by the City prior to commencin g any fieldwork. Incorporated into the
guidelines will be the data coll ec ti on worksheets th at will be filled our by each field technician. The guidelines
will be us ed as part of the quality control effort for fieldwork. These guidelines w ill be critical for perpetuating t h e
data in the future.
Preliminary Concrete distresses ro be included in the guidelines may include the following:
@ Vertical displacements greater than 1/2"
@ Cracks larger than 112"
@ Curb and gutter: lifted and/or depresse d curb and gutter, areas of ponding, etc.
@ Need for root pruning
@ Severity, prioritization, and recommendation of concrete deficiencies
@ Severely cracked of broken PCC improvements
B I Harri s & Associates -Page 20
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
Harris' project manager will QC inspection work completed by inspecrors at 25% and 100% completion of field
inspection. A total of 5% of the sidewalk distress inventory will be reviewed for quality. Thi s step helps confirm
that inspections are accurate and the m ethodology is consistent between inspection crews. Additional QC measure
will be performed during the office data entry process to determine if the field collected data is b eing accurately
entered into the MS Excel spreadsheet.
Harris & Associates will provide a brief evaluation of the sidewalk data collected for this project in an exec utive
summary. Supporting field collected data and an opinion of probable replacement costs will be provided. A formal
report outline sidewalk repair strategies and budget scenarios is nor anticipated.
Responsibilities of the City
1. Provide access to historical budgets, work reports, bid sheets, and unit costs related to pavement maintenance
within City.
2. Provide reco rds showing the maintenance history since the last Pavement Management update.
3. Provide any existing PMP data.
4. Provide Harris with the City's current ACAD base map.
Project Schedule
It is anticipated that the scope of work outlined above will take approximately six (6) weeks to complete from
the formal notice to procee d (NTP). A formal sc hedule will be provided at the project kick-off m eeting and may
be adjusted based on input from City staff.
B I Ha rri s & Assodates ~ Page 21
CITY OF TEMPLE CITY Proposa l for Pavement Management System Services
C. Fees
Harris proposes to provide rhe services for the rota! not-to-exceed fee amount on an hourly rate basis presented
below. These fees should b e considered as a negotiab le offer. We wo uld also be happy to discuss the fees and t heir
association to o ur proposed scope of work and m ake revisions where mutually agreeab le.
QC Project E ngineering PMP Total by
Description Manager Manaj!cr Technician Software Task
S200/hr $175/hr $80/hr
Task I Project Orientation 2 4 $670
Task 2 Fiel d Review and Inventory I2 88 $9,I40
Task 3 Photo Documenta tion 24 $1,920
Task4 Identification of Roadway Sections for Structural Tes ting 2 I $430
Task 5 Quality Management Plan 2 2 $750
Ta sk 6 Treatment History Up date 2 16 $1,63 0
Task 7 Pavement Management Data Entry and PCI Calculations 1 4 28 $3.1 40
Task 8 Define Repair I Rehabilitation Strategies 4 2 $860
Task 9 Develop 6-Year Capital Improvement Plan 8 12 $2 ,360
Task 10 Final Report 2 4 16 S2 380
Task II PMP Software and Staff Training 4 20 $1,500 $3,800
Task 12 Sidewalk Inventory (30 Miles Max.) I 8 40 $4,800
!T otal Hours per S taff I 6 1 52 1 251
i
I Total for Pavement Management System s 1,2oo 1 $9,100 1 $20,080 I $31,880
Total L ump Sum Not-to-Exceed Cost $31,880
The fees above include all printing coscs and would be invoiced monthly, base d on the actual hours s pent. Any
outside agency fees are not included .
We welcome the opportunity to discuss additions, del etions and alrernatives, as required, with City st aff. We
appreciate the opportun ity to be of service ro the City ofTemple City and look forward to a success ful project.
Il l Harris & Associates ~ Page22
CITY OF TEMPLE CITY Proposal for Pavement Management System Services
D. Acceptance of Cond itions
Harris has revi ewed the RFP docume nt and comract, and takes no exceptions.
Il l Harris & Associates _ Page 23
Pavement Management Sys tems Evaluation Score Sheet ATTACHMENT "F"
Company locality References Price Average Score
Applied Pavement Technology 2.50 4.00 1.00
Bucknam Infrastructure Group, Inc. 3.50 4 .00 4.50 4.00
Hall & Foreman , Inc. 4.50 4 .00 3.00 3 .83
Harris & Associates 4.50 5.00 4 .00 4 .50
IMS Infrastructure Management Service 3.50 2.50 2.50 2.83
Infrastr ucture En gin eers 3.50 3.00 4.00 3 .50
MDS Techno logies, Inc. 3.50 4.50 5.00 4 .33
Nichols Consulting Eng ineeres CHTO. 3.50 5.00 3.50 4 .00
OMNIS Incorporated 4 .50 3 .50 4.00 4.00
~a_nsm ap 3.50 3.00 4.00 3 .50
------
legend
letter Grade = Point value for each Category
A=5
B =4
C=3
0=2
F = 1
Gis elle Teresa
Company Average Score Average Score Cumulative Avg Score I
Applied Pavement Technology 2.67 2.33 2.50
Buc knam Infrastructure Gr ou p, Inc. 4.0 0 4 .00 4.00
Hall & Foreman, Inc. 3.67 4 .00 3 .83
Harris & As sociates 4.67 4 .33 4.50
IMS Infrastructure Management Service 3.00 2.00 2.50
Infrastructure Engineers 4.00 3.67 3.83
MDS Technologies, Inc. 4 .00 4.00 4.00
Nichols Con sulting Engineeres CHTD . 4.67 4.33 4 .50
OMNIS Incorporated 3.33 4 .33 3.83
Tran smap 3.00 3.00 3.00
" 1
PMS EVALUATION SAMPLE SCORE SHEET 1 Legend: A=S; B= 4; C=3; 0=2; F=1 Attachment "E"
loc:lllty Score References Score Price Score Total Score Averace Software Survey Type Comments Company Score Recommen dation
Cit ies: Henderso n, NV; Honolulu, HI;
7212 McNeil Drive "201 Austin,
University of Norh Dakota; Siena
Applied Pavement Technology Texas 78729 3 Com munity Association; Philadelphia, 4 1 8 2.67 MlcroPaver does not specl(y
PA; ArrowCreek Homeonwers
Association
Bu cknam Infra structu re Group, 3548 Seagate Way, Suit e 230 Cities : Palm dale, Culver City, Irvine,
4 John Wayne Airport, & Fountain 4 $ 24,0SS.OO 4 u 4.00 MicroPaver Walki ng
Inc. Oceanside, CA 920S Valley
Sub -Consultant:
17782 17th Street, Suite 200 Cities: Bell Gardens, Hermosa Beach , GPSView Image La mda Tech
Hall & Fo reman, Inc. 4 4 $ S4,920.00 3 11 3.67 Automated -GPSVisi o n International for
Tustin, CA 92780-1947 Montebello, & Laguna Hills Software auto mated data
collection
Harris & Associates 34 Executive Park, Suite 1SO Irvine, s Cities of Beverly HiUs, Glendale, Yorba 5 $31,880.00 4 14 4.67 StreetSaver Field (Walki ng)
CA92614 Linda, La Pal ma, Solana Beach, OCTA
1820 W. Drake Drive, Suite 108 Cities: Fo ntana, A nah ein, El Mont e, ftexable, fees based Semi-Automat ed
IMS Infrastructure Management 3 San l uis Obispo and Coac hella Valley 3 $ S9,975.00 3 9 3.00 (windshield with
Service Te mpe, AZ 8S283 Assodatio n of Governm ents
on MicroPaver manual data entry)
Infrastructure Engineers: 1815 E. Heim Avenue, Suite 200 5 Cities o f Be ll Gard e ns, Diamond Sa r, 3 $33,280.00 4 12 4.00 MlcroPaver Wa lking Ora nge, CA 92865 Laguna Hil ls, & Monteb ello
350 S. Northwest Highway, Suie PMS Cities: Boulder, CO; Village of "Virtual Drive" -
MDS Technologies, Inc. 300, Park Ridge, ll60068 3 Wheeling. ll; Village of Glen Ellyn, ll; 4 $34,250.00 5 12 4.00 Mk:roPaver Windshield
Village of Bartlett, ll
PM S Cities of Sa n Dim as, Corona, Margot Yapp MTC 's
Chula Vista, West Covina, and award for Best
Nichols Consulting Engineeres 9550 Warner Ave. "2S0-04 5 Torrance; Studies: Ventura Cou nty, 5 $62,000.00 4 14 4.67 StreetSaver Wa lking Pavement
CHTO. Fountain Valley, CA 92708 OCTA, CSAC/LA County/ MTC/league Management
of Cities Conulstant
98 1 W. Arrow Hig h way "248
Not sp ecified ·on websit e : Cities of
OMNIS Incorporated 4 Burbank, Coach ella, Desert Hot 3 $ 21,83S.oo 3 10 3.33 Mlcr oPaver Walking
San Dimas, CA 91773 Springs, Glendale, Lake Elsinore, La
Quinta , Lawn dale, Palm Desert,
Pomona, VlctorviUe, & Leisure
Village Association
CA Cities : Fresno, Hanford, Rancho
3366 Rive rside Drive , Suite 103 Cordova, & Kings County; Other: Windshield -ON-S IGHT
Transmap 2 Casper, WY; Wilmi ngton, NC ; Cary, 3 $33,296.60 4 9 3 .00 StreetSaver Upp er Arlington, Oh io 4322 1
NC; El Paso, TC; lakeland, Fl; Sarsota,
HO Imaging
Fl ·e tc.
-
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