HomeMy WebLinkAboutResolution #5485 - IDOT; authorization to expend $57.514.49 of MFT funds; Illinois Department of Transportation
Office of Highways Project Implementation / Region 3/ District 4
401 Main Street/ Peoria, Illinois 61602-1111
September 4, 2024
Ms. Andrea Smith-Walters, City Clerk
City of Canton
2 North Main Street
Canton, Illinois 61520
State COVID Relief and Motor Fuel Tax(MFT) Funds
City of Canton
Fulton County
Section No.: 23-00115-00-BR
FAU 6887 (Walnut Street) over Big Creek
Dear Ms. Walters:
Enclosed is the approved Local Public Agency Formal Contract(BLR 12320)
and award to Stark Excavating, Inc. in the amount of$109,955.00 for the
above-mentioned section in the City of Canton.
An authorization to expend$57,514.49 of MFT funds for this section has been
entered based on the awarded contract and should appear on the City's next
MFT transcation detail.
If you have any questions, please contact IDOT District Four Local Roads and
Streets Field Engineer, Mr. Simon Alwan, at(309) 671-3694.
Sincerely,
Kensil A. Garnett, P.E.
Region Three Engineer
SJA/lmh
s:\gen\winword\blrs\staff\alwan\transmittals&letters\concur ence.of.award\canton_walnutst_contractaward_23-00115-
00-br.docx
Enclosures
cc: Mr. George Merkle of Maurer-Stutz, Inc.
File
Illinois Department Request for Expenditure/Authorization
of Transportation of Motor Fuel Tax Funds
Local Public Agency Type County Section Number
Canton City Fulton 23-00115-00-BR
1 hereby request authorization to expend Motor Fuel Tax Funds as indicated below:
Purpose Motor Fuel Tax Amount Rebuild Illinois Amount
County Engineer/Superintendent Salary& Expenses n/a
Contract Construction $57,514.49
Day Labor Construction
Engineering
Engineering Investigations
IMRF/Social Security n/a
Maintenance
Maintenance Engineering
Obligation Retirement n/a
Other
Right-of-Way(Itemized on 2nd page)
TOTAL $57,514.49
Comments
Local Public Agency Official Signature&Date
4�4 � rV"
Title
Mayor
Approved
Regional Engineer Signature&Date
Department of Transportation
0 04 4
Department of Transportation Use
Entered By Date
SA 1 � 3L
Completed07/31/24 Page 1 of 2 BLR 09150(Rev.07/07/22)
Iofldnds Department
Transportation Local Public Agency Formal Contract
Contractor's Name
Stark Excavating, Inc.
Contractor's Address Ci State Zi Code
1805 W. Washington St. Bloomington IL 61701
STATE OF ILLINOIS
Local Public Agency County Section Number
City of Canton Fulton 23-00115-00-BR
Street Name/Road Name T pe of Funds
Walnut Street (FAU 6887) COVID Relief/MFT
® CONTRACT BOND(when required)
For a County and Road District Project For a Municipal Project
Submitted/Approved Submitted/Approved/Passed
Hi hwa Commissioner Signature& Date Signature&Date
Official Title
Submitted/Approved Mayor
CountyEngineer/Superintendent of Hi hwa sSi nature& Date
Department of Transportation
® Concurrence in approval of award
Re ional Engineer Signature& Date
Completed08/08/24 Page 1 of 2 BLR 12320(Rev.01/18/23)
Local Public Agency Local Street/Road Name County Section Number
City of Canton Walnut Street (FAU 6887) Fulton 23-00115-00-BR
1. THIS AGREEMENT, made and concluded the 6th day of August 2024 between the City
Day Month and Year Local Public Agency Type
of Canton known as the party of the first part, andStark Excavating, Inc.
Local Public Agency Contractor
its successor, and assigns, known as the party of the second part.
2. For and in consideration of the payments and agreements mentioned in the Proposal hereto attached,to be made and performed by
the parry of the first part, and according to the terms expressed in the Bond referring this contract,the party of the second part agrees
with said party of the first part, at its own proper cost and expense,to do all the work, furnish all materials and all labor necessary to
complete the work in accordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of
this contract.
3. It is also understood and agreed that the LPA Formal Contract Proposal, Special Provisions,Affidavit of Illinois Business Office,
Apprenticeship or Training Program Certification, and Contract Bond hereto attached, and the Plans for Section 23-00115-00-BR
Section um er
in City of Canton approved by the Illinois Department of Transportation on 07/09/24 are essential
Local Public Agency Date
documents of this contract and are a part hereof.
4. IN WITNESS WHEREOF,the said parties have executed this contract on the date above mentioned.
Attest: The City of Canton
Local Public Agency I ype Name of LocalPublic Agency
Clerk Signature&Date Party of the First Part Signature&Date
By:
zf
( AL, if required by the LPA) (If a Co ration)
Corporate Name
Stark Excavating, Inc.
President Pa rty of the Second Part Signature&Date
By:
(SEAL, if required by the LPA) (If a Limited Liability Corporation)
LLC Name
Manager or Authorized Member Party of;:he Second Part
By: —� 1
I
(If a Partnership)
Partner Signature&Date
Attest:
Secretary Signature&Date Partner Signature&Date
9-1 L-l
41 __/V
Partners doing Business under the firm name of
(SEAL, if required by the LPA) Party of the Second Part
(If an individual)
Party of the Second Part Signature&Date
Completed08/08/24 Page 2 of 2 BLR 12320(Rev.01/18/23)
Imnas Departr>r>i�t Local Public Agency
pf �df15p0�8hOn Formal Contract Proposal
COVER SHEET
Proposal Submitted By:
Contractor's Name
Stark Excavating Inc.
Contractor's Address CRY State ZipCode
1805 W.Washington St. Bloomington I IL 61701
STATE OF ILLINOIS
Local Public Agency County Section Number
Citpf Canton Fulton 2 3 -011 5- ll�R
Routes Street/Road Name Type of Funds
FAU 6887 (Walnut Street) MFT/COVID Relief
0 Proposal Only ❑ Proposal and Plans ® Proposal only,plans are separate
Submitted/Approved
For Local Public Agency:
For a County and Road District Project For a Municipal Project
Submitted/Approved Submitted/Approved/Passed
Highway Commissioner Signature& Date Si nature&Date
�94 4. 0'4
Official Title
Submitted/Approved Mayor
Countv Engineer/Superintendent of Highways Signature&Date
Department of Transportation
Released for bid based on limited review
Regional Engineer Signature&Date
Note:All proposal documents,Including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss
when bids are processed.
Completed 05/14/24 Page 1 of 6 BLR 12200(Rev 01119/23)
Local Public Agency County Section Number Routes Street/Road Name
City of Canton Fulton 23-00115-00-BR FAU 6887 (Walnut Street)
WOTtCE TO BIDDERS
Sealed proposals for the project described below will be received at the office of City Clerk
Name of Office
2 North Main Street; Canton, iL •61520 urrtll 1000 AM on 07/29/24
Address Time Date
Sealed proposals will be opened and read publicly at the office of City Clerk
Name of Office
2 North Main Street; Canton, IL 61520 at 10:00 AM on 07/29/24
Address Time Date
DESCRIPTION OF WORK
Location Pro'ect Length
Walnut Street 80.5 Feet
Proposed Improvement
This work shall consist of drainage, deck slab repair and other collateral work as needed to complete the project
to the bridge carrying Walnut Street over Big Creek in the City of Canton, Fulton County, IL
1. Plans and proposal forms will be available in the office of
Maurer-Stutz, Inc.
3116 N. Dries Ln; Ste 100
Peoria, IL 61604
2. ® Prequalification
If checked, the 2 apparent as read low bidders must file within 24 hours after the letting an"Affidavit of Availability"(Form BC 57)in
triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal
and private work. One original shall be filed with the Awarding Authority and two originals with the IDOT District Office.
3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special
Provision for Bidding Requirements and Conditions for Contract Proposals.
4. The following BLR Forms shall be returned by the bidder to the Awarding Authority:
a. Local Public Agency Formal Contract Proposal(BLR 12200)
b. Schedule of Prices(BLR 12201)
c. Proposal Bid Bond (BLR 12230)(if applicable)
d. Apprenticeship or Training Program Certification(BLR 12325)(do not use for project with Federal funds.)
e. Affidavit of Illinois Business Office(BLR 12326)(do not use for project with Federal funds)
5. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor
will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract.The
scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter
provided.
6. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements
for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an
in depth examination.The Awarding Authority will, in no case, be responsible for any costs, expenses, losses or changes in
anticipated profits resulting from such failure or neglect of the bidder.
7. The bidder shall take no advantage of any error or omission in the proposal and advertised contract.
8. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the
Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope
other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent
by mail,the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the
bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals
received after the time specified will be returned to the bidder unopened.
9. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for
opening proposals.
Completed07/16/24 Page 2 of 6 BLR 12200(Rev.01/19/23)
Local Public Agency County Section Number Routes Street/Road Name
City of Canton Fulton 23-00115-00-BR FAU 6887 (Walnut Street)
PROPOSAL
1. Proposal of Stark Excavating, Inc.
Contractor's Name
1805 W.Washington St Bloomington IL 61701
Contractor's Address
2. The plans for the proposed work are those prepared byMaurer-Stutz, Inc.; 3116 N. Dries Ln.; Ste 100; Peoria, IL 61604
and approved by the Department of Transportation on Jun 5, 2024
3. The specifications referred to herein are those prepared by the Department of Transportation and designated as"Standard
Specifications for Road and Bridge Construction"and the"Supplemental Specifications and Recurring Special Provisions"thereto,
adopted and in effect on the date of invitation for bids.
4. The undersigned agrees to accept, as part of the contract,the applicable Special Provisions indicated on the"Check Sheet for
Recurring Special Provisions"contained in this proposal.
5. The undersigned agrees to complete the work within working days or by 11/15/24 unless additional time
is granted in accordance with the specifications.
6. The successful bidder at the time of execution of the contract may be required to deposit a contract bond for the full amount of
the award. When a contract bond is not required.the proposal guaranty check will be held in lieu thereof. If this proposal is accepted
and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond of check shall be
forfeited to the Awarding Authority.
7. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the products of
the unit price multiplied by the quantity,the unit price shall govern. If a unit price is omitted,the total price will be divided by the
quantity in order to establish a unit price.A bid may be declared unacceptable if neither a unit price nor a total price is shown.
8. The undersigned submits herewith the schedule of prices on BLR 12201 covering the work to be performed under this contract.
9. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12201, the work
shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids
below.
10. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for
Contract Proposals,will be required.Bid Bonds Will be allowed as a proposal guaranty.Accompanying this proposal is either
a bid bond. if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable
to: City Treasurer of the City of Canton
The amount of the check is Bid Bond-5% ( 5%Bid Bond ).
Attach Cashier's Check or Certified Check Here
In the event that one proposal guaranty check is intended to cover two or more bid proposals,the amount must be equal to the
sum of the proposal guaranties which would be required for each individual bid proposal. If the proposal guaranty check is
placed in another bid proposal,state below where it may be found.
The proposal guaranty check will be found in the bid proposal for: Section Number
Completed07/03/24 Page 3 of 6 BLR 12200(Rev.01/19/23)
Local Public Agency County Section Number Routes Street/Road Name
-71 City of Canton Fulton _771123-00115-00-BR FAU 6887 (Walnut Street)
CONTitA►CTM<;MTJFtCAT4MS
The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the
Department enter into the contract with the bidder.
1. Debt Delinquency.The bidder or contractor or subcontractor, respectively,certifies that it is not delinquent in the payment of any tax
administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedure
established by the appropriate Revenue Act, its liability for the tax or the amount of the tax. Making a false statement voids the
contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action.
2. Bid:Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting
with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4.
A violation of section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony
sentencing,provides that any person convicted of this offense, or any similar offense of any state or the United States which contains
the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or
local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction
under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the
corporation: (1)it has been finally adjudicated not guilty or(2)if it demonstrates to the governmental entity with which it seeks to
contract that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a
director.officer or a high managerial agent on behalf of the corporation.
A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony
sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains
the same elements as this offense shall be permanently barred from contracting with any unit of State of Local government. No
corporation shall be barred from contracting with any unit of State or Local government as a result of a conviction under this Section of
any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1)it has been
finally adjudicated not guilty or(2)if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that
the commission of the offense was neither authorized, requested, commanded, nor performed by a director,officer or a high
managerial agent on behalf of the corporation.
3. Bribery.The bidder or contractor or subcontractor, respectively, certifies that, it has not been convicted of bribery or attempting to
bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such
conduct which is a matter or record, nor has an official,agent, or employee of the firm committed bribery or attempted bribery on
behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm.
4. Interim Suspension or Suspension.The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a
suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative code. Furthermore, if
suspended prior to completion of this work,the contract or contracts executed for the completion of this work may be canceled.
Completed05/23/24 Page 4 of 6 BLR 12200(Rev.01/19/23)
Local Public Agency County Section Number Routes Street/Road Name
City of Canton Fulton 23-00115-OO-BR FAU 6887 (Walnut Street)
SIGNATURES
(If an individual) Bidder Signature&.Date
Business Address
Cit State Code
Firm Name
(if a partnership.)
Si nature&Date
Title
Business Address
Citv State Zip Code
Insert the Names and Addresses of all Partners
(if a corporation) Corporate Name
Stark Excavating, Inc.
Si nature&Date
.�4A," I -2,.q - Zy
Title
Vice President
Business Address
1805 W.Washington St.
City State Zip Code
Bloomington IL 61701
Insert Names of Officers President
David K.Stark
Completed05/23/24 Page 5 of 6 BLR 12200(Rev.01/19/23)
Secretary
Attest: Ila J. Slagell
� Treasurer
�L / Gary W. Masso
Secretary
Completed05/23/24 Page 6 of 6 BLR 12200(Rev.01/19/23)
r Schedule of Prices
Contractor's Name
Stark Excavating, Inc.
Contractor's Address Cit State Zip Code
1805 W.Washington St. Bloomington IL 61701
Local Public Agency County Section Number
City of Canton Fulton 23-00115-00-BR
Routes Street/Road Name
FAU 6887 (Walnut Street)
Schedule for.Mult4Ae Bids
Combination Letter Section Included in Combinations Total
Schedule for Single Bid
(For complete information covering these items, see plans and specifications.)
Item Number Items Unit Quantity Unit Price Total
50300100 FLOOR DRAINS Each 18 5 1 0.0 0 9 . 0
50800205 REINF BARS, EPDXY CTD Pounds 40 75-. 00 3006 . 00
67100100 MOBILIZATION L Sum 1 3q $0o.00 39, g()0 . 00
Z0012754 STR REP CON DP = < 5 Sq Ft 175 i u- 00 32 376-. DO
Z0016001 DECK SLAB REP (FD-T1) Sq Yd 4 �D `100•DO 2.si 600 • �0
Bidder's Total Proposal ( Q S S
1. Each pay item should have a unit price and a total price. ,
2. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price
shall govern.
3. If a unit price is omitted,the total price will be divided by the quantity in order to establish a unit price.
4. A bid may be declared unacceptable if neither a unit price or total price is shown.
Printed 07/03/24 Page 1 of 1 BLR 12201 (Rev.05/07/21)
Apprenticeship,and
Training Program Certification
Local Public Agency County Street Name/Road Name Section Number
FAU 6887 (Walnut Street) Fulton IlWalnut Street 23-00115-00-BAR
All contractors are required to complete the following certification
Z For this contract proposal or for all bidding groups in this deliver and install proposal.
❑ For the following deliver and install bidding groups in this material proposal.
Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code, requires this contract
to be awarded to the lowest responsive and responsible bidder. The award decision is subject to approval by the Department. In addition
to all other responsibility factors,this contract or deliver and install proposal requires all bidders and all bidder's subcontractors to disclose
participation in apprenticeship or training programs that are(1)approved by and registered with the United States Department of Labor's
Bureau of Apprenticeship and Training,and (2)applicable to the work of the above indicated proposals or groups. Therefore, all bidders
are required to complete the following certification:
1. Except as provided in paragraph 4 below,the undersigned bidder certifies that it is a participant, either as an individual or as part of a
group program, in an approved apprenticeship or training program applicable to each type of work or craft that the bidder will perform with
its own employees.
2.The undersigned bidder further certifies, for work to be performed by subcontract,that each of its subcontractors either(A)is, at the
time of such bid, participating in an approved, applicable apprenticeship or training program;or(B)will, prior to commencement of
performance of work pursuant to this contract, establish participation in an approved apprenticeship or training program applicable to the
work of the subcontract.
3.The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program sponsor holding the
Certificate of Registration for all of the types of work or crafts in which the bidder is a participant and that will be performed with the bidder's
employees.Types of work or craft that will be subcontracted shall be included and listed as subcontract work.The list shall also indicate
any type of work or craft job category for which there is no applicable apprenticeship or training program available.
SEE ATTACHED
4. Except for any work identified above, if any bidder or subcontractor shall perform all or part of the work of the contract or deliver and
install proposal solely by individual owners, partners or members and not by employees to whom the payment of prevailing rates of wages
would be required, check the following box, and identify the owner/operator workforces and positions of ownership.
The requirements of this certification and disclosure are a material part of the contract,and the contractor shall require this certification
provision to be included in all approved subcontracts. The bidder is responsible for making a complete report and shall make certain that
each type of work or craft job category that will be utilized on the project is accounted for and listed. The Department at any time before or
afterward may require the production of a copy of each applicable Certificate of Registration issued by the United States Department of
Labor evidencing such participation by the contractor and any or all of its subcontractors. In order to fulfill the participation requirement, it
shall not be necessary that any applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or
employment during the performance of the work of this contract or deliver and install proposal.
Bidder Signature&Date
Title
Stark Excavating, Inc. n- -7- -7, /p
Vice President
Address City State Zip Code
1805 W.Washington St. Bloomington 1 IL 61701
Completed04/22/24 Page 1 of 1 BLR 12325(Rev.01/19/23)
;r.
EXCAVATING. INC.
FULTON County
K. Apprenticeship and Training Certification
1. Operators:
International Union of Operating Engineers, Local 649
2. Laborers:
Laborers International Local 231
3. Carpenters:
United Brotherhood of Carpenters & Joiners of America, Local 183
4. Ironworkers
International Assn of Bridge, Structural & Ornamental Iron Workers, Local 46,
112, & 577
5. Finishers:
Operative Plasterers & Cement Mason Local 18 Area 12
6. Teamster:
Teamsters Local No. 26
7. Plumbers:
Plumbers and Pipefitters Local No. 99
:vAs De
�fOf Affidavit of Illinois Business Office
Local Public Agency County Street Name/Road Name Section Number
(City of Canton Fulton 11FAU 6887 (Walnut Street) 23-00115-00-BR
I, David K Stark, Jr. of Bloomington Illinois
-Name of Affiant City of Affiant State of Affiant
being first duly sworn upon oath, state as follows:
1.That I am the Vice President of Stark Excavating, Inc.
Officer or Position Bidder
2.That I have personal knowledge of the facts herein stated.
3.That, if selected under the proposal described above, Stark Excavating, Inc. will maintain a business office in the
Bidder
State of Illinois,which will be located in McLean County, Illinois.
County
4.That this business office will serve as the primary place of employment for any persons employed in the construction contemplated by
this proposal.
5. That this Affidavit is given as a requirement of state law as provided in Section 30-22(8)of the Illinois Procurement Code.
Si nature&Date
� J,
0/N +r/ram' - 7,-1
Print Name of Affiant
David K.Stark,Jr Vice President
Notary Public
State of IL
County McLean 7
Signed(or subscribed or attested)before me on J Z1 I ZOLY,y
(date)
David K. Stark, Jr. Vice President authorized agent(s)of
(name/s of person/s)
Stark Excavating, Inc.
Bidder
y�N/H/N H/I////�NNN/ON//N/NN/NMMIIM�IMI/NY/IW �
�� "OFFICIAL SEAL"
blic Signature&Date
ERIN MOOL
LOTARY PUBLIC—STATE Of IWNOIS
COMMISSION EXPIRES JUNE 27,2025 N
N/.WI ?"UK-
Completedc mission expires
04/22/24 Page 1 of 1 BLR 12326(Rev. 01/20/23)
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OW ear
i`,aera MW NdM Name
Stark Excavairag Inc N/A
Sigir"Iture&0111118 &Dade
��v �� �' O7l2911024 N/A
(David K.Stark, Jr)
TEO
Vice President N/A
(If Primal Is a Joint venture of two or more conbacim the company names.and suffwtwd signshams of each m, I actor mast be
atrrzad.) santy
Name of surely of n-Fad SWn@Wre S Oahe
Berkley insurance Company BY.
07/29/2024
STATE OF IL Lucas She _ J
COUNTYOF MCLEAN
Erin Mod ,a Notary Punic in and for said county do hereby certify that
David K.Stark Jr. SEE ATTACHED JURAT FOR SURETY
(irwkirtimof mvmals sgonp on
who are each personally laaown to me to be the same persons whose names we subscribed to the foregoing instraarnent on behalf of
PRINCIPAL and SURETY.appeared before me this day In person and acknowledged respectively,that they signed and deivered acid
irastranaerats as their free and voluntary ad for tine uses and purposes therein set frxth.
Given under my hand and notarial seal this 29th day of Jul 2024
Der en ear
,,,,, ,,y No nabxe&
pf "OFFICIAL SEAL" i
(SEAL,if required the LPA) ERIN MOOL s 07/29/2024
NOTARY PUBLIC—STATE OF ILLINOIS f Erin Mod
s MY COMMISSION EXPIRES JUNE 27,2025 s' Date sbn Wires 06J2712025
Com*W04rZM Papa 1 of 2 BLR 12230(Ray.01/1V23)
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Compl9WdO4,22/24 Page oft BLR 12230(Rev.01/19M)
No.'111-10275a
POWER OF ATTORNEY
RE RKLEY IN SlURANCE CO-MOAN Y
WILMiNGTON,DELAWARE
NOTICE: The warning found elsewhere.in this Power of Attorney affects the validity thereof. Please review carefully.
al X-NOW ALL MEN BY THESE PRESENTS, that BERKLEY JNS•URANCE COMPANY (the "Company"), a corporation duly
Y organized and existing•under the laws of the State of Delaware,having its principal office in Greenwich,CT,has made,constituted
.and appointed, and does by these presents make, constitute and appoint: Lucas;Sherman of�CoraMae, Inc. Alba Insurmwe Risk
Managers of Champaiglt, IL its true and lawful Attorney-in-Fact, .to sign its name as surety only as delineated below and to
;? execute, seal, acknowledge and deriver any and all bonds and undertakings, with fhe exception of Financial Guaranty'Insurance,
providing that no single obligation shall exceed fifty MAlion and 409/100 U.S. Doliars{U.S.550r•900;090.9H),to the same extent
as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office
in their own proper persons.
v
L This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
o > without giving effect to the principles of conflicts of laws:thereof. This Power of Attorney is granted pursuant to the fol4owhig
> L resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25,201.0:
� c
•— o
c c RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief
o Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
c to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
v ° corporate seal oiF the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
c_ c attorney-in-fact and revoke any power of attorney previously granted;and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
B .y manner and to the extent therein stated; and further
B RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
° further
L =u RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
iN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its
c corporate seal hereunto affixed this 3'tday oft�� �tQ
tr,
Attest: /jam Bcrkl Insurance Company
(Seal) By i7 l'� By 1
lra-S.Ledei-tnan Je lAafter
o z Executive Vice President&Secretary ,Sel i r c resident
WARNING: THIS POWER INVALID IF NOT PRINTED ON {SLUE"BERKLEY"SECURITY PAPER.
-o
STATE OF CONNECTICUT)
L
a. U.
ss:
COUNTY OF FAIRFIELD )
L .°e Sworn to before me, a Notary Public in the State of Connecticut, this� day of -��,,rT74T a. iq, by Ira S. Lederman
= and left'rey M. Ifaticr who are sworn to me to be the Executive Vice President Secretary, and tl Senior Vice President,
_ respectively,of Berkley Insurance Company.
MArRioTnRrruRlAc
> CONNECTICUT ��
61,
MV COMMISSION EXPIRES
APHIL 30.2024 otary Public,State of Connecticut
i c
CERTIFICATE
1,the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a
Z E true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded
Q and that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of
sAttorney is attached, is in full force and effect as of this date.
Given under my hand and seal of the Company,this l&day of
(Seal)
Vincent
STATE OF: Illinois
COUNTY OF: Champaign
On this 29th day of July, 2fl24 personally appeared before me Kyrsten N. Cox,
who being duly sworn did depose and say that Lucas Sherman is the attorney-in-
fact of the Berkley Insuranoe Company, Wilmington, Delaware that the seal
affixed to the attached instrument is the Corporate Seal of said Corporation, and
that said instrument was signed and sealed on behalf of said Corporation by
authority of its Board of Directors and the said Kyrsten N. Cox acknowledged that
Lucas Sherman executed said instrument as such attorney-in-fact a d as the free
act and deed of said Corporation.
o ary Public
t X ICIAL SEALTEN N. COX
NOTARY PUBLIC,STATE OF ILLINO.:S
MY COMMISSION EXPIRES 8-7-2025
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
INDEX
FOR
SUPPLEMENTAL SPECIFICATIONS
AND RECURRING SPECIAL PROVISIONS
Adopted January 1, 2024
This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used
RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS
RECURRING SPECIAL PROVISIONS.
ERRATA Standard Specifications for Road and Bridge Construction
(Adopted 1-1-22) (Revised 1-1-24)
SUPPLEMENTAL SPECIFICATIONS
Std. Spec. Sec. Page No.
202 Earth and Rock Excavation .................................................................. 1
204 Borrow and Furnished Excavation ......................................................... 2
207 Porous Granular Embankment .............................................................. 3
211 Topsoil and Compost ............................................................................ 4
407 Hot-Mix Asphalt Pavement (Full-Depth) ............................................... 5
420 Portland Cement Concrete Pavement .................................................. 6
502 Excavation for Structures ...................................................................... 7
509 Metal Railings ....................................................................................... 8
540 Box Culverts ......................................................................................... 9
542 Pipe Culverts ........................................................................................ 29
586 Granular Backfill for Structures ............................................................ 34
630 Steel Plate Beam Guardrail .................................................................. 35
644 High Tension Cable Median Barrier ..................................................... 36
665 Woven Wire Fence ............................................................................... 37
782 Reflectors ............................................................................................. 38
801 Electrical Requirements ....................................................................... 40
821 Roadway Luminaires ............................................................................ 43
1003 Fine Aggregates ................................................................................... 44
1004 Coarse Aggregates .............................................................................. 45
1010 Finely Divided Minerals ........................................................................ 46
1020 Portland Cement Concrete ................................................................. 47
1030 Hot-Mix Asphalt .................................................................................... 48
1061 Waterproofing Membrane System ....................................................... 49
1067 Luminaire ............................................................................................ 50
1097 Reflectors ............................................................................................. 57
Illinois Departrrt
of Transportation Check Sheet for Recurring Special Provisions
Local Public Agency County Section Number
City of Canton Fulton 23-00115-00-BR
❑ Check this box for lettings prior to 01/01/2024.
The Following Recurring Special Provisions Indicated By An"X"Are Applicable To This Contract And Are Included By Reference:
Recurring Special Provisions
Check Sheet# Page No.
1 ❑ Additional State Requirements for Federal-Aid Construction Contracts 59
2 ❑ Subletting of Contracts(Federal-Aid Contracts) 62
3 ❑ EEO 63
4 ® Specific EEO Responsibilities Non Federal-Aid Contracts 73
5 ® Required Provisions-State Contracts 78
6 ❑ Asbestos Bearing Pad Removal 84
7 ❑ Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 85
8 ❑ Temporary Stream Crossings and In-Stream Work Pads 86
9 ❑ Construction Layout Stakes 87
10 ❑ Use of Geotextile Fabric for Railroad Crossing 90
11 ❑ Subsealing of Concrete Pavements 92
12 ❑ Hot-Mix Asphalt Surface Correction 96
13 ❑ Pavement and Shoulder Resurfacing 98
14 ❑ Patching with Hot-Mix Asphalt Overlay Removal 99
15 ❑ Polymer Concrete 101
16 ❑ Reserved 103
17 ❑ Bicycle Racks 104
18 ❑ Temporary Portable Bridge Traffic Signals 106
19 ❑ Nighttime Inspection of Roadway Lighting 108
20 ❑ English Substitution of Metric Bolts 109
21 ❑ Calcium Chloride Accelerator for Portland Cement Concrete 110
22 ❑ Quality Control of Concrete Mixtures at the Plant 111
23 ® Quality Control/Quality Assurance of Concrete Mixtures 119
24 ❑ Reserved 135
25 ❑ Reserved 136
26 ❑ Temporary Raised Pavement Markers 137
27 ❑ Restoring Bridge Approach Pavements Using High-Density Foam 138
28 ❑ Portland Cement Concrete Inlay or Overlay 141
29 ❑ Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 145
30 ❑ Longitudinal Joint and Crack Patching 148
31 ❑ Concrete Mix Design-Department Provided 150
32 ❑ Station Numbers in Pavements or Overlays 151
Printed 05/23/24 Page 1 of 2 BLR 11300(Rev. 10/17/23)
Local Public Agency County Section Number
City of Canton Fulton 23-00115-00-BR
The Following Local Roads And Streets Recurring Special Provisions Indicated By An"X"Are Applicable To This Contract And Are
Included By Reference:
Local Roads And Streets Recurring Special Provisions
Check Sheet# Page No.
LRS 1 Reserved 153
LRS 2 ❑ Furnished Excavation 154
LRS 3 ® Work Zone Traffic Control Surveillance 155
LRS 4 ® Flaggers in Work Zones 156
LRS 5 ® Contract Claims 157
LRS 6 ® Bidding Requirements and Conditions for Contract Proposals 158
LRS 7 ❑ Bidding Requirements and Conditions for Material Proposals 164
LRS 8 Reserved 170
LRS 9 ❑ Bituminous Surface Treatments 171
LRS 10 Reserved 175
LRS 11 ❑ Employment Practices 176
LRS 12 ❑ Wages of Employees on Public Works 178
LRS 13 ❑ Selection of Labor 180
LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks 181
LRS 15 ❑ Partial Payments 184
LRS 16 ® Protests on Local Lettings 185
LRS 17 ® Substance Abuse Prevention Program 186
LRS 18 ❑ Multigrade Cold Mix Asphalt 187
LRS 19 ❑ Reflective Crack Control Treatment 188
Printed 05/23/24 Page 2 of 2 BLR 11300(Rev. 10/17/23)
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
BDE SPECIAL PROVISIONS
For the April 26 and June 14, 2024 Lettings
The following special provisions indicated by a "check mark" are applicable to this contract and will be included by the Project
Coordination and Implementation Section of the Bureau of Design & Environment(BIDE).
File Name # Special Provision Title Effective Revised
80099 1 ❑ Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022
80274 2 ❑ Aggregate Subgrade Improvement April 1, 2012 April 1, 2022
80192 3 ❑ Automated Flagger Assistance Devices Jan. 1, 2008 April 1, 2023
80173 4 ❑ Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017
80426 5 ❑ Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 Jan. 1, 2022
* 80241 6 ❑ Bridge Demolition Debris July 1, 2009
* 50531 7 ❑ Building Removal Sept. 1, 1990 Aug. 1, 2022
* 50261 8 ❑ Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022
80449 9 ❑✓ Cement, Type IL Aug. 1, 2023
80384 10 ❑✓ Compensable Delay Costs June 2, 2017 April 1, 2019
* 80198 11 ❑ Completion Date (via calendar days) April 1, 2008
* 80199 12 ❑ Completion Date (via calendar days) Plus Working Days April 1, 2008
80453 13 ❑ Concrete Sealer Nov. 1, 2023
80261 14 ❑ Construction Air Quality-Diesel Retrofit June 1, 2010 Nov. 1, 2014
80434 15 ❑ Corrugated Plastic Pipe (Culvert and Storm Sewer) Jan. 1, 2021
* 80029 16 ❑ Disadvantaged Business Enterprise Participation Sept. 1, 2000 Mar. 2, 2019
80229 17 ❑ Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017
80452 18 ❑ Full Lane Sealant Waterproofing System Nov. 1, 2023
80447 19 ❑ Grading and Shaping Ditches Jan. 1, 2023
80433 20 ❑ Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022
80443 21 ❑ High Tension Cable Median Barrier Removal April 1, 2022
80456 22 ❑ Hot-Mix Asphalt Jan. 1, 2024
80446 23 ❑ Hot-Mix Asphalt- Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023
80438 24 ✓❑ Illinois Works Apprenticeship Initiative-State Funded Contracts June 2, 2021 April 2, 2024
80045 25 ❑ Material Transfer Device June 15, 1999 Jan. 1, 2022
80450 26 ❑ Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023
80441 27 ❑ Performance Graded Asphalt Binder Jan. 1, 2023
80451 28 ✓❑ Portland Cement Concrete Aug. 1, 2023
* 34261 29 ❑ Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022
80455 30 ✓❑ Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2024
80445 31 ❑ Seeding Nov. 1, 2022
80457 32 ❑ Short Term and Temporary Pavement Markings April 1, 2024
80448 33 ❑ Source of Supply and Quality Requirements Jan. 2, 2023
80340 34 ❑ Speed Display Trailer April 2, 2014 Jan. 1, 2022
80127 35 ❑ Steel Cost Adjustment April 2, 2004 Jan. 1, 2022
80397 36 ❑✓ Subcontractor and DBE Payment Reporting April 2, 2018
80391 37 ❑✓ Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019
80437 38 ❑ Submission of Payroll Records April 1, 2021 Nov. 2, 2023
80435 39 ❑ Surface Testing of Pavements- IRI Jan. 1, 2021 Jan. 1, 2023
80410 40 ❑ Traffic Spotters Jan. 1, 2019
* 20338 41 ❑ Training Special Provisions Oct. 15, 1975 Sept. 2, 2021
80429 42 ❑ Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022
80439 43 ❑ Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022
80302 44 ❑ Weekly DBE Trucking Reports June 2, 2012 Nov. 1, 2021
80454 45 ❑ Wood Sign Support Nov. 1, 2023
80427 46 ❑✓ Work Zone Traffic Control Devices Mar. 2, 2020
* 80071 47 ❑✓ Working Days Jan. 1, 2002
Highlighted items indicate a new or revised special provision for the letting.
An * indicates the special provision requires additional information from the designer, which needs to be submitted separately.
The Project Coordination and Implementation Section will then include the information in the applicable special provision.
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
The following special provisions are in the 2024 Supplemental Specifications and Recurring Special Provisions.
File Name Special Provision Title New Location(s) Effective Revised
80436 Blended Finely Divided Minerals Articles 1010.01 & 1010.06 April 1, 2021
80440 Waterproofing Membrane System Article 1061.05 Nov. 1, 2021
City of Canton
FAU 6887(Walnut Street)
GUIDE BRIDGE SPECIAL PROVISION INDEX/CHECK SHEET Section 23-00115-00-BR
Effective as of the: August 2, 2024 Letting Fulton County
,I File Name Title Effective Revised
GBSP4 Polymer Modified Portland Cement Mortar June 7, 1994 Aril 1, 2016
GBSP13 High-Load Multi-Rotational Bearings Oct 13, 1988 Sept 2, 2022
GBSP14 Jack and Remove Existing Bearings A r 20, 1994 Aril 13, 2018
GBSP16 Jacking Existing Superstructure Jan 11, 1993 Aril 13, 2018
GBSP18 Modular Expansion Joint May 19, 1994 Oct 27, 2023
GBSP21 Cleaning and Painting Contact Surface Areas of Existing Steel Jun 30, 2003 Oct 23, 2020
Structures
GBSP25 Cleaning and Painting Existing Steel Structures Oct 2, 2001 Aril 15, 2022
GBSP26 Containment and Disposal of Lead Paint Cleaning Residues Oct 2, 2001 A r 22, 2016
✓ GBSP28 Deck Slab Repair May 15, 1995 Feb 2, 2024
GBSP29 Bridge Deck Microsilica Concrete Overlay May 15, 1995 Aril 30, 2021
GBSP30 Bridge Deck Latex Concrete Overlay May 15, 1995 Aril 30, 2021
GBSP31 Bridge Deck High-Reactivity Metakaolin HRM Conc Overlay Jan 21, 2000 Aril 30, 2021
GBSP33 Pedestrian Truss Superstructure Jan 13, 1998 Oct 27, 2023
GBSP34 Concrete Wearing Surface Jun 23, 1994 Oct 4, 2016
GBSP45 Bridge Deck Thin Polymer Overlay May 7, 1997 Feb 6, 2013
✓ GBSP53 Structural Repair of Concrete Mar 15, 2006 Aug9, 2019
GBSP55 Erection of Curved Steel Structures Jun 1, 2007
GBSP59 Diamond Grinding and Surface Testing Bridge Sections Dec 6, 2004 Aril 15, 2022
GBSP60 Containment and Disposal of Non-Lead Paint Cleaning Nov 25, 2004 April 22, 2016
Residues
GBSP61 Sli form Parapet Jun 1, 2007 Aril 15, 2022
GBSP67 Structural Assessment Reports for Contractor's Means and Mar 6, 2009 Oct 5, 2015
Methods
GBSP71 Aggregate Column Ground Improvement Jan 15, 2009 Oct 15, 2011
GBSP72 Bridge Deck Fly Ash or GGBF Slag Concrete Overlay Jan 18, 2011 Aril 30, 2021
GBSP78 Bridge Deck Construction Oct 22, 2013 Dec 21, 2016
GBSP79 Bridge Deck Grooving (Longitudinal) Dec 29, 2014 Mar 29, 2017
GBSP81 Membrane Waterproofing for Buried Structures Oct 4, 2016 March 11 2019
GBSP82 Metallizing of Structural Steel Oct 4, 2016 Oct 20, 2017
GBSP83 Hot Dip Galvanizing For Structural Steel Oct 4, 2016 March 24, 2023
GBSP85 Micro piles A r 19, 1996 Oct 23, 2020
GBSP86 Drilled Shafts Oct 5, 2015 Oct 27, 2023
GBSP87 Lightweight Cellular Concrete Fill Nov 11, 2001 A r 1, 2016
GBSP88 Corrugated Structural Plate Structures A r 22, 2016 Aril 13, 2018
GBSP89 Preformed Pavement Joint Seal Oct 4, 2016 March 24, 2023
GBSP90 Three Sided Precast Concrete Structure (Special) Dec 21, 2016 March 22, 2024
GBSP91 Crosshole Sonic Logging Testing of Drilled Shafts A r 20, 2016 March 24, 2023
GBSP92 Thermal Integrity Profile Testing of Drilled Shafts A r 20, 2016 March 24, 2023
GBSP93 Preformed Bridge Joint Seal Dec 21, 2016 March 24, 2023
GBSP94 Warranty for Cleaning and Painting Steel Structures Mar 3, 2000 Nov 24, 2004
GBSP96 Erection of Bridge Girders Over or Adjacent to Railroads Aug9, 2019
GBSP97 Folded/Formed PVC Pi eliner April 15, 2022
GBSP98 Cured-in-Place Pipe Liner Aril 15, 2022
GBSP99 Spray-Applied Pipe Liner Aril 15, 2022
GBSP100 Bar Splicers, Headed Reinforcement Se t 2, 2022 Oct. 27, 2023
GBSP101 Noise Abatement Wall, Ground Mounted Dec 9, 2022
GBSP102 Noise Abatement Wall, Structure Mounted Dec 9, 2022
GBSP103 Noise Abatement Wall Anchor Rod Assembly Dec 9, 2022
City of Canton
FAU 6887(Walnut Street)
LIST ADDITIONAL SPECIAL PROVISIONS BELOW Section 23-00115-00-BR
Gounty
The following Guide Bridge Special Provisions have been incorporated into otherspecifications:
File Name Title Location
GBSP12 Drainage System SSRBC 523
GBSP15 Three Sided Precast Concrete Structure Superseded by GBSP90
GBSP51 Pipe Underdrain for Structures SSRBC 601
GBSP56 Setting Piles in Rock SSRBC 512
GBSP75 Bond Breaker for Prestressed Concrete Bulb-T Beams SSRBC 504
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Index of Sheets
Description Page No.
Description of Work 1
Location of Work 1
Traffic Control Plan 1
Partial Payment 2
Prevailing Wage Rates 3
PCC QMP Electronics Report Submittals 4
PCC Automatic Batching Equipment 4
Cement (BDE) 5
Compensable Delay Costs (BDE) 6
Illinois Works Apprenticeship Initiative—State Funded Contracts 10
Portland Cement Concrete (BDE) 11
Removal and Disposal of Regulated Substances (BDE) 12
Subcontractor and DBE Payment Reporting (BDE) 14
Subcontractor Mobilization Payments (BDE) 15
Vehicle and Equipment Warning Lights (BDE) 16
Work Zone Traffic Control Devices (BDE) 17
Working Days (BDE) 19
Deck Slab Repair (GBSP) 20
Structural Repair of Concrete (GBSP) 26
Insurance 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
CITY OF CANTON
FULTON COUNTY
SPECIAL PROVISION
The following Special Provisions supplement the "Standard Specifications for Road and
Bridge Construction," Adopted January 1, 2022, the latest edition of the "Manual on
Uniform Traffic Control Devices for Streets and Highways," and the "Manual of Test
Procedures of Materials" in effect on the date of invitation for bids, and the
Supplemental Specifications and Recurring Special Provisions indicated on the Check
Sheet included herein which apply to and govern the construction of FAU 6887 (Walnut
Street), Section 23-00115-00-BR in Fulton County and in case of conflict with any part
or parts of said Specifications, the said Special Provisions shall take precedence and
shall govern.
DESCRIPTION OF WORK
This work shall consist of drainage, deck slab repairs and other collateral work as needed
to complete the project to the bridge carrying Walnut Street over Big Creek in the City of
Canton, Fulton County, IL.
LOCATION OF WORK
This work is located on Walnut Street approximately 3,150 feet west of Main Street.
TRAFFIC CONTROL PLAN
Traffic control shall be in accordance with the applicable sections of the "Standard
Specifications for Road and Bridge Construction", the applicable guidelines contained in
the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", these
special provisions, and any special details and Highway Standards contained herein
and in the plans.
Special attention is called to SECTION 701 and Articles 107.09 and 107.14 of the
"Standard Specifications for Road and Bridge Construction" and the Traffic Control
Standards:
701001 701006 701301 701501 701801 701901
Basis of Payment
All traffic control required shall be considered incidental to the contract and will not be
paid for separately.
Page 1 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
State of Illinois
Department of Transportation
SPECIAL PROVISION
FOR
PARTIAL PAYMENT
Effective: January 1, 2024
Add the following after the first paragraph Article 109.07 subparagraph (a)of the Standard Specification:
"The State will deduct from the amount so determined for the first 50 percent of the completed work a sum not exceeding 10 percent to
be retained until after the completion of the entire work to the satisfaction of the Engineer. After 50 percent or more of the work is
completed,the Engineer shall reduce the retainage so that no more than 5 percent is held.
After the work is 50 percent complete, no more than 5%of the amount of any subsequent payments made under the contract may be
withheld as retainage.
Prior to the completion of 50 percent of the contract, the contractor and their respective subcontractors shall not withhold from their
subcontractor's retainage in excess of 10 percent of any payment made prior to the date of completion of 50 percent of the contract.
When the contract is 50 percent complete,the contractor and its subcontractors shall reduce the retainage so that no more than 5
percent is withheld from their respective subcontractors. After the contract is 50 percent complete,the contractor and its subcontractors
shall not withhold more than 5 percent of the amount of any subsequent payments made under the contract to their respective
subcontractors.
When the principal items of the work have been satisfactorily completed, a semi-final estimate may be made with the consent of the
surety. Payment to the Contractor under such an estimate shall not exceed 90 percent of the amount retained after making partial
payments, but in no event shall the amount retained after making the semi-final payment be less than one percent of the adjusted
contract price, nor less than$500.00.
When any payment is made directly to the State, payments for completed work shall have deducted the proportionate share of the cost
to be borne by the State. The deduction will be the estimated cost to the State divided by the awarded contract value with this
percentage applied to the value of work in place. Any adjustment to be made because of changed quantities will be made when the
final payment is being processed. No retainage will be held from the value of such payments."
Page 2 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
PREVAILING WAGE RATES
The Contractor shall comply with all applicable provisions of the Prevailing Wage Act.
All questions of applicability of the Prevailing Wage Act are governed by the
determinations of the Illinois Department of Labor (IDOL). Prevailing wage
rates may be obtained from IDOL's website at:
https://www2.illinois.gov/idol/laws-rules/conmed/pages/rates.aspx
Page 3 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
PCC QMP ELECTRONIC REPORT SUBMITTALS
Effective: January 13, 2022
The Contractor's QC personnel shall be responsible for electronically submitting the
following reports to the Department: PRO and IND data for BMPR M1654 "Air, Slump, &
Quantity"; PRO data for BMPR M1655 "PCC Strength"; and PRO data for BMPR M1504
"Field/Lab Gradation". The format for the electronic submittals will be the "QMP"
reporting program which will be provided by the Department. Microsoft Office 2007 or
newer is required for this program which must be provided by the Contractor.
PCC AUTOMATIC BATCHING EQUIPMENT
Effective:April 23, 2010 Revised: August 1, 2023
Portland cement concrete provided shall be produced from batch plants that conform to
the requirements of Article 1103.03 (a) and (b) of the Standard Specifications for Road
and Bridge Construction. Semi-automatic batching will not be allowed.
Plants shall have computerized batching interfaced with a printer. IDOT Producer
Number, IDOT Concrete Material Code, batch weights, aggregate mixtures, water
added, amount of each admixture or additive, and percent variance from design shall be
printed for each batch. The ticket shall state the actual water-cement ratio as batched,
and the amount of water that can be added to the batch without exceeding the
maximum water-cement ratio. Truck delivery tickets will still be required as per Article
1020.11 (a)(7) of the Standard Specifications.
Page 4 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
CEMENT, TYPE IL (BDE)
Effective: August 1, 2023
Add the following to Article 302.02 of the Standard Specifications:
"(k) Type IL Portland-Limestone Cement .......................................................................1001"
Revise Note 2 of Article 352.02 of the Standard Specifications to read:
"Note 2. Either Type I or Type IA portland cement or Type IL portland-limestone cement
shall be used."
Revise Note 1 of Article 404.02 of the Standard Specifications to read:
"Note 1. The cement shall be Type I portland cement or Type IL portland-limestone
cement."
Revise Article 1019.02(a) of the Standard Specifications to read:
"(a) Cement, Type I or IL ................................................................................................1001„
80449
Page 5 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
COMPENSABLE DELAY COSTS (BDE)
Effective: June 2, 2017
Revised: April 1, 2019
Revise Article 107.40(b) of the Standard Specifications to read:
"(b) Compensation. Compensation will not be allowed for delays, inconveniences, or
damages sustained by the Contractor from conflicts with facilities not meeting the above
definition; or if a conflict with a utility in an unanticipated location does not cause a
shutdown of the work or a documentable reduction in the rate of progress exceeding the
limits set herein. The provisions of Article 104.03 notwithstanding, compensation for
delays caused by a utility in an unanticipated location will be paid according to the
provisions of this Article governing minor and major delays or reduced rate of production
which are defined as follows.
(1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an
unanticipated location is completely stopped for more than two hours, but not to
exceed two weeks.
(2) Major Delay. A major delay occurs when the work in conflict with the utility in an
unanticipated location is completely stopped for more than two weeks.
(3) Reduced Rate of Production Delay. A reduced rate of production delay occurs when
the rate of production on the work in conflict with the utility in an unanticipated
location decreases by more than 25 percent and lasts longer than seven calendar
days."
Revise Article 107.40(c) of the Standard Specifications to read:
"(c) Payment. Payment for Minor, Major, and Reduced Rate of Production Delays will be
made as follows.
(1) Minor Delay. Labor idled which cannot be used on other work will be paid for
according to Article 109.04(b)(1) and (2) for the time between start of the delay and
the minimum remaining hours in the work shift required by the prevailing practice in
the area.
Equipment idled which cannot be used on other work, and which is authorized to
standby on the project site by the Engineer, will be paid for according to
Article 109.04(b)(4).
(2) Major Delay. Labor will be the same as for a minor delay.
Equipment will be the same as for a minor delay, except Contractor-owned
equipment will be limited to two weeks plus the cost of move-out to either the
Page 6 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Contractor's yard or another job and the cost to re-mobilize, whichever is less.
Rental equipment may be paid for longer than two weeks provided the Contractor
presents adequate support to the Department (including lease agreement) to show
retaining equipment on the job is the most economical course to follow and in the
public interest.
(3) Reduced Rate of Production Delay. The Contractor will be compensated for the
reduced productivity for labor and equipment time in excess of the 25 percent
threshold for that portion of the delay in excess of seven calendar days.
Determination of compensation will be in accordance with Article 104.02, except
labor and material additives will not be permitted.
Payment for escalated material costs, escalated labor costs, extended project overhead,
and extended traffic control will be determined according to Article 109.13."
Revise Article 108.04(b) of the Standard Specifications to read:
"(b) No working day will be charged under the following conditions.
(1) When adverse weather prevents work on the controlling item.
(2) When job conditions due to recent weather prevent work on the controlling item.
(3) When conduct or lack of conduct by the Department or its consultants,
representatives, officers, agents, or employees; delay by the Department in making
the site available; or delay in furnishing any items required to be furnished to the
Contractor by the Department prevents work on the controlling item.
(4) When delays caused by utility or railroad adjustments prevent work on the controlling
item.
(5) When strikes, lock-outs, extraordinary delays in transportation, or inability to procure
critical materials prevent work on the controlling item, as long as these delays are not
due to any fault of the Contractor.
(6) When any condition over which the Contractor has no control prevents work on the
controlling item."
Revise Article 109.09(f) of the Standard Specifications to read:
"(f) Basis of Payment. After resolution of a claim in favor of the Contractor, any adjustment
in time required for the work will be made according to Section 108. Any adjustment in
the costs to be paid will be made for direct labor, direct materials, direct equipment,
direct jobsite overhead, direct offsite overhead, and other direct costs allowed by the
resolution. Adjustments in costs will not be made for interest charges, loss of anticipated
profit, undocumented loss of efficiency, home office overhead and unabsorbed overhead
Page 7 of 37
City of Canton
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Section 23-00115-00-BR
Fulton County
other than as allowed by Article 109.13, lost opportunity, preparation of claim expenses
and other consequential indirect costs regardless of method of calculation.
The above Basis of Payment is an essential element of the contract and the claim cost
recovery of the Contractor shall be so limited."
Add the following to Section 109 of the Standard Specifications.
"109.13 Payment for Contract Delay. Compensation for escalated material costs,
escalated labor costs, extended project overhead, and extended traffic control will be allowed
when such costs result from a delay meeting the criteria in the following table.
Contract Type Cause of Delay Length of Delay
Working Days Article 108.04(b)(3) or No working days have been charged for two
Article 108.04 b 4 consecutive weeks.
Completion Article 108.08(b)(1) or The Contractor has been granted a minimum
Date Article 108.08(b)(7) two week extension of contract time, according
to Article 108.08.
Payment for each of the various costs will be according to the following.
(a) Escalated Material and/or Labor Costs. When the delay causes work, which would have
otherwise been completed, to be done after material and/or labor costs have increased,
such increases will be paid. Payment for escalated material costs will be limited to the
increased costs substantiated by documentation furnished by the Contractor. Payment
for escalated labor costs will be limited to those items in Article 109.04(b)(1) and (2),
except the 35 percent and 10 percent additives will not be permitted.
(b) Extended Project Overhead. For the duration of the delay, payment for extended project
overhead will be paid as follows.
(1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite
overhead and documented direct offsite overhead, including onsite supervisory and
administrative personnel, will be allowed according to the following table.
Original Contract Supervisory and Administrative
Amount Personnel
Up to $5,000,000 One Project Superintendent
One Project Manager,
Over $ 5,000,000- One Project Superintendent or
up to $25,000,000 Engineer, and
One Clerk
Over $25,000,000- One Project Manager,
up to $50,000,000 One Project Superintendent,
One En ineer, and
Page 8 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
One Clerk
One Project Manager,
Over $50,000,000 Two Project Superintendents,
One Engineer, and
One Clerk
(2) Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed
overhead will be calculated as 8 percent of the total delay cost.
(c) Extended Traffic Control. Traffic control required for an extended period of time due to
the delay will be paid for according to Article 109.04.
When an extended traffic control adjustment is paid under this provision, an adjusted unit
price as provided for in Article 701.20(a) for increase or decrease in the value of work by
more than ten percent will not be paid.
Upon payment for a contract delay under this provision, the Contractor shall assign
subrogation rights to the Department for the Department's efforts of recovery from any other
party for monies paid by the Department as a result of any claim under this provision. The
Contractor shall fully cooperate with the Department in its efforts to recover from another party
any money paid to the Contractor for delay damages under this provision."
80384
Page 9 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
ILLINOIS WORKS APPRENTICESHIP INITIATIVE —STATE FUNDED CONTRACTS (BDE)
Effective: June 2, 2021
Revised: April 2, 2024
Illinois Works Jobs Program Act (30 ILCS 559/20-1 et seg.). For contracts having an awarded
contract value of $500,000 or more, the Contractor shall comply with the Illinois Works
Apprenticeship Initiative(30 ILCS 559/20-20 to 20-25)and all applicable administrative rules. The
goal of the Illinois Apprenticeship Works Initiative is that apprentices will perform either 10% of
the total labor hours actually worked in each prevailing wage classification or 10%of the estimated
labor hours in each prevailing wage classification, whichever is less. Of this goal, at least 50% of
the labor hours of each prevailing wage classification performed by apprentices shall be
performed by graduates of the Illinois Works Pre-Apprenticeship Program, the Illinois Climate
Works Pre-Apprenticeship Program, or the Highway Construction Careers Training Program.
The Contractor may seek from the Department of Commerce and Economic Opportunity (DCEO)
a waiver or reduction of this goal in certain circumstances pursuant to 30 ILCS 559/20-20(b). The
Contractor shall ensure compliance during the term of the contract and will be required to report
on and certify its compliance. An apprentice use plan, apprentice hours, and a compliance
certification shall be submitted to the Engineer on forms provided by the Department and/or
DCEO.
80438
Page 10 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
PORTLAND CEMENT CONCRETE (BDE)
Effective: August 1, 2023
Revise the second paragraph of Article 1103.03(a)(4) the Standard Specifications to read:
"The dispenser system shall provide a visual indication that the liquid admixture is
actually entering the batch, such as via a transparent or translucent section of tubing
or by independent check with an integrated secondary metering device. If approved
by the Engineer, an alternate indicator may be used for admixtures dosed at rates of
25 oz/cwt (1630 mL/100 kg) or greater, such as accelerating admixtures, corrosion
inhibitors, and viscosity modifying admixtures."
80451
Page 11 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)
Effective: January 1, 2024
Revised: April 1, 2024
Revise the first paragraph of Article 669.04 of the Standard Specifications to read:
"669.04 Regulated Substances Monitoring. Regulated substances monitoring includes
environmental observation and field screening during regulated substances management
activities. The excavated soil and groundwater within the work areas shall be managed as either
uncontaminated soil, hazardous waste, special waste, or non-special waste.
As part of the regulated substances monitoring, the monitoring personnel shall perform and
document the applicable duties listed on form BDE 2732 "Regulated Substances Monitoring Daily
Record (RSMDR)"."
Revise the first two sentences of the nineteenth paragraph of Article 669.05 of the Standard
Specifications to read:
"The Contractor shall coordinate waste disposal approvals with the disposal facility and provide
the specific analytical testing requirements of that facility. The Contractor shall make all
arrangements for collection, transportation, and analysis of landfill acceptance testing."
Revise the last paragraph of Article 669.05 of the Standard Specifications to read:
"The Contractor shall select a permitted landfill facility or CCDD/USFO facility meeting the
requirements of 35 III. Admin. Code Parts 810-814 or Part 1100, respectively. The Department
will review and approve or reject the facility proposed by the Contractor based upon information
provided in BDE 2730. The Contractor shall verify whether the selected facility is compliant with
those applicable standards as mandated by their permit and whether the facility is presently, has
previously been, or has never been, on the United States Environmental Protection Agency(U.S.
EPA) National Priorities List or the Resource Conservation and Recovery Act (RCRA) List of
Violating Facilities. The use of a Contractor selected facility shall in no manner delay the
construction schedule or alter the Contractor's responsibilities as set forth."
Revise the first paragraph of Article 669.07 of the Standard Specifications to read:
"669.07 Temporary Staging. Soil classified according to Articles 669.05(a)(2), (b)(1), or (c)
may be temporarily staged at the Contractor's option. All other soil classified according to
Articles 669.05(a)(1), (a)(3), (a)(4), (a)(5), (a)(6), or (b)(2) shall be managed and disposed of
without temporary staging to the greatest extent practicable. If circumstances beyond the
Contractor's control require temporary staging of these latter materials, the Contractor shall
request approval from the Engineer in writing.
Topsoil for re-use as final cover which has been field screened and found not to exhibit PID
readings over daily background readings as documented on the BDE 2732, visual staining or
Page 12 of 37
City of Canton
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Fulton County
odors, and is classified according to Articles 669.05(a)(2), (a)(3), (a)(4), (b)(1), or (c) may be
temporarily staged at the Contractor's option."
Add the following paragraph after the sixth paragraph of Article 669.11 of the Standard
Specifications.
"The sampling and testing of effluent water derived from dewatering discharges for priority
pollutants volatile organic compounds (VOCs), priority pollutants semi-volatile organic
compounds (SVOCs), or priority pollutants metals, will be paid for at the contract unit price per
each for VOCS GROUNDWATER ANALYSIS using EPA Method 8260B, SVOCS
GROUNDWATER ANALYSIS using EPA Method 8270C, or RCRA METALS GROUNDWATER
ANALYSIS using EPA Methods 6010B and 7471A. This price shall include transporting the
sample from the job site to the laboratory."
Revise the first sentence of the eight paragraph of Article 669.11 of the Standard Specifications
to read:
"Payment for temporary staging of soil classified according to Articles 669.05(a)(1), (a)(3),
(a)(4), (a)(5), (a)(6), or (b)(2) to be managed and disposed of, if required and approved by the
Engineer, will be paid according to Article 109.04."
80455
Page 13 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
SUBCONTRACTOR AND DBE PAYMENT REPORTING (BDE)
Effective: April 2, 2018
Add the following to Section 109 of the Standard Specifications.
"109.14 Subcontractor and Disadvantaged Business Enterprise Payment Reporting.
The Contractor shall report all payments made to the following parties:
(a) first tier subcontractors;
(b) lower tier subcontractors affecting disadvantaged business enterprise (DBE) goal credit;
(c) material suppliers or trucking firms that are part of the Contractor's submitted DBE
utilization plan.
The report shall be made through the Department's on-line subcontractor payment reporting
system within 21 days of making the payment."
80397
Page 14 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
SUBCONTRACTOR MOBILIZATION PAYMENTS (BIDE)
Effective: November 2, 2017
Revised: April 1, 2019
Replace the second paragraph of Article 109.12 of the Standard Specifications with the
following:
"This mobilization payment shall be made at least seven days prior to the subcontractor
starting work. The amount paid shall be at the following percentage of the amount of the
subcontract reported on form BC 260A submitted for the approval of the subcontractor's work.
Value of Subcontract Reported on Form BC 260A Mobilization Percentage
Less than $10,000 25%
$10,000 to less than $20,000 20%
$20,000 to less than $40,000 18%
$40,000 to less than $60,000 16%
$60,000 to less than $80,000 14%
$80,000 to less than $100,000 12%
$100,000 to less than $250,000 10%
$250,000 to less than $500,000 9%
$500,000 to $750,000 8%
Over $750,000 7%"
80391
Page 15 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)
Effective: November 1, 2021
Revised: November 1, 2022
Add the following paragraph after the first paragraph of Article 701.08 of the Standard
Specifications:
"The Contractor shall equip all vehicles and equipment with high-intensity oscillating, rotating,
or flashing, amber or amber-and-white, warning lights which are visible from all directions. In
accordance with 625 ILCS 5/12-215, the lights may only be in operation while the vehicle or
equipment is engaged in construction operations."
80439
Page 16 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
WORK ZONE TRAFFIC CONTROL DEVICES (BDE)
Effective: March 2, 2020
Add the following to Article 701.03 of the Standard Specifications:
"(q) Temporary Sign Supports ...................................................................................1106.02„
Revise the third paragraph of Article 701.14 of the Standard Specifications to read:
"For temporary sign supports, the Contractor shall provide a FHWA eligibility letter for each
device used on the contract. The letter shall provide information for the set-up and use of the
device as well as a detailed drawing of the device. The signs shall be supported within 20 degrees
of vertical. Weights used to stabilize signs shall be attached to the sign support per the
manufacturer's specifications."
Revise the first paragraph of Article 701.15 of the Standard Specifications to read:
"701.15 Traffic Control Devices. For devices that must meet crashworthiness standards,
the Contractor shall provide a manufacturer's self-certification or a FHWA eligibility letter for each
Category 1 device and a FHWA eligibility letter for each Category 2 and Category 3 device used
on the contract. The self-certification or letter shall provide information for the set-up and use of
the device as well as a detailed drawing of the device."
Revise the first six paragraphs of Article 1106.02 of the Standard Specifications to read:
1106.02 Devices. Work zone traffic control devices and combinations of devices shall meet
crashworthiness standards for their respective categories. The categories are as follows.
Category 1 includes small, lightweight, channelizing and delineating devices that have been
in common use for many years and are known to be crashworthy by crash testing of similar
devices or years of demonstrable safe performance. These include cones, tubular markers,
plastic drums, and delineators, with no attachments (e.g. lights). Category 1 devices
manufactured after December 31, 2019 shall be MASH-16 compliant. Category 1 devices
manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2O09,
may be used on contracts let before December 31, 2024.
Category 2 includes devices that are not expected to produce significant vehicular velocity
change but may otherwise be hazardous. These include vertical panels with lights, barricades,
temporary sign supports, and Category 1 devices with attachments (e.g. drums with lights).
Category 2 devices manufactured after December 31, 2019 shall be MASH-16 compliant.
Category 2 devices manufactured on or before December 31, 2019, and compliant with
NCHRP 350 or MASH 2O09, may be used on contracts let before December 31, 2024.
Category 3 includes devices that are expected to cause significant velocity changes or other
potentially harmful reactions to impacting vehicles. These include crash cushions (impact
Page 17 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
attenuators), truck mounted attenuators, and other devices not meeting the definitions of
Category 1 or 2. Category 3 devices manufactured after December 31, 2019 shall be MASH-16
compliant. Category 3 devices manufactured on or before December 31, 2019, and compliant
with NCHRP 350 or MASH 2O09, may be used on contracts let before December 31, 2029.
Category 3 devices shall be crash tested for Test Level 3 or the test level specified.
Category 4 includes portable or trailer-mounted devices such as arrow boards, changeable
message signs, temporary traffic signals, and area lighting supports. It is preferable for
Category 4 devices manufactured after December 31, 2019 to be MASH-16 compliant; however,
there are currently no crash tested devices in this category, so it remains exempt from the
NCHRP 350 or MASH compliance requirement.
For each type of device, when no more than one MASH-16 compliant is available, an
NCHRP 350 or MASH-2009 compliant device may be used, even if manufactured after
December 31, 2019."
Revise Articles 1106.02(g), 1106.02(k), and 1106.02(I) to read:
"(g) Truck Mounted/Trailer Mounted Attenuators. The attenuator shall be approved for use at
Test Level 3. Test Level 2 may be used for normal posted speeds less than or equal to
45 mph.
(k) Temporary Water Filled Barrier. The water filled barrier shall be a lightweight plastic shell
designed to accept water ballast and be on the Department's qualified product list.
Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of
the barrier as determined by acceptance testing; the configuration of the barrier in that
test; and the vehicle weight, velocity, and angle of impact of the deflection test. The
Engineer shall be provided one copy of the shop drawings.
(1) Movable Traffic Barrier. The movable traffic barrier shall be on the Department's qualified
product list.
Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of
the barrier as determined by acceptance testing; the configuration of the barrier in that
test; and the vehicle weight, velocity, and angle of impact of the deflection test. The
Engineer shall be provided one copy of the shop drawings. The barrier shall be capable
of being moved on and off the roadway on a daily basis."
80427
Page 18 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
WORKING DAYS (BDE)
Effective: January 1, 2002
The Contractor shall complete the work within 15 working days.
80071
Page 19 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
DECK SLAB REPAIR
Effective: May 15, 1995
Revised: February 2, 2024
This work shall consist of hot-mix asphalt surface removal, when required, the removal and
disposal of all loose and deteriorated concrete from bridge deck and the replacement with new
concrete to the original top of deck. The work shall be done according to the applicable
requirements of Sections 501, 503 and 1020 of the Standard Specifications and this Special
Provision.
Deck slab repairs will be classified as follows:
(a) Partial-Depth. Partial-depth repairs shall consist of removing the loose and unsound deck
concrete, disposing of the concrete removed and replacing with new concrete. The
removal may be performed by chipping with power driven hand tools or by hydro-
scarification equipment. The depth shall be measured from the top of the concrete deck
surface, at least 3/4 in. (20 mm) but not more than 1/2 the concrete deck thickness.
(b) Full-Depth. Full-depth repairs shall consist of removing concrete full-depth of the deck,
disposing of the concrete removed, and replacing with new concrete to the original
concrete deck surface. The removal may be performed with power driven hand tools,
hydraulic impact equipment, or by hydro-scarification equipment. Full-depth repairs shall
be classified for payment as Full-Depth, Type I and Full-Depth, Type II according to the
following:
Type I Full-depth patches less than or equal to 5 sq. ft. (0.5 sq m) in area. The minimum
dimensions for a patch shall be 1 ft. x 1 ft. (300 mm x 300 mm).
Type II Full-depth patches greater than 5 sq. ft. (0.5 sq. m) in area.
Materials.
Materials shall be according to Article 1020.02.
Portland cement concrete for partial and full-depth repairs shall be according to Section 1020.
Class PP-1, PP-2, PP-3, PP-4, PP-5 or BS concrete shall be used at the Contractor's option
unless noted otherwise on the contract plans.
Equipment:
The equipment used shall be subject to the approval of the Engineer and shall meet the following
requirements:
Page 20 of 37
City of Canton
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Fulton County
(a) Surface Preparation Equipment. Surface preparation and concrete removal equipment
shall be according to the applicable portions of Section 1100 and the following:
(1) Sawing Equipment. Sawing equipment shall be a concrete saw capable of sawing
concrete to the specified depth.
(2) Blast Cleaning Equipment. The blast cleaning may be performed by wet sandblasting,
high-pressure waterblasting, shotblasting or abrasive blasting. Blast cleaning
equipment shall be capable of removing rust and old concrete from exposed
reinforcement bars, and shall have oil traps.
(3) Power-Driven Hand Tools. Power-driven hand tools will be permitted including
jackhammers less than or equal to the nominal 45 lb. (20 kg)class. Chipping hammers
heavier than a nominal 15 lb. (6.8 kg) class shall not be used for removing concrete
from below any reinforcing bar for partial depth repairs, or for removal within 1 ft (300
mm) of existing beams, girders or other supporting structural members that are to
remain in service or within 1 ft (300 mm) of the boundaries of full-depth repairs.
Jackhammers or chipping hammers shall not be operated at an angle in excess of 45
degrees measured from the surface of the slab.
(4) Hydraulic Impact Equipment. Hydraulic impact equipment with a maximum rated
striking energy of 360 ft-lbs(270 J) may be permitted only in areas of full depth removal
more than 1 ft (300 mm) away from existing beams, girders or other supporting
structural members that are to remain in service or more than 1 ft (300 mm) from the
boundaries of full-depth repairs.
(5) Hydro-Demolition Equipment. The hydro-demolition equipment shall consist of
filtering and pumping units operating with a remote-controlled robotic device. The
equipment shall use water according to Section 1002. The equipment shall be capable
of being controlled to remove only unsound concrete.
(b) Concrete Equipment: Equipment for proportioning and mixing the concrete shall be
according to Article 1020.03.
(c) Finishing Equipment: Finishing equipment shall be according to Article 1103.17.
Adequate hand tools will be permitted for placing and consolidating concrete in the patch
areas and for finishing small patches.
Construction Requirements: Sidewalks, curbs, drains, reinforcement and/or existing transverse
and longitudinal joints which are to remain in place shall be protected from damage during removal
and cleaning operations.
The Contractor shall control the runoff water generated by the various construction activities in
such a manner as to minimize, to the maximum extent practicable, the discharge of untreated
effluent into adjacent waters, and shall properly dispose of the solids generated according to
Article 202.03. The Contractor shall submit a water management plan to the Engineer specifying
Page 21 of 37
City of Canton
FAU 6887(Walnut Street)
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Fulton County
the control measures to be used. The control measures shall be in place prior to the start of runoff
water generating activities. Runoff water shall not be allowed to constitute a hazard to adjacent
or underlying roadways, waterways, drainage areas or railroads nor be allowed to erode existing
slopes.
(a) Hot-Mix Asphalt Surface Removal.
The hot-mix asphalt surface course and all waterproofing membrane shall be removed
and disposed of according to applicable portions of Articles 440.04 and 440.06, except
milling equipment will not be allowed if the deck is to receive a waterproofing membrane
system. If the overlay or waterproofing membrane contains asbestos fibers, removal shall
be in accordance with the Special Provision for "Asbestos Waterproofing Membrane or
Asbestos Hot-mix Asphalt Surface Removal". Removal of the hot-mix asphalt surface by
the use of radiant or direct heat will not be permitted.
(b) Surface Preparation:
All loose, disintegrated and unsound concrete shall be removed from portions of the deck
slab shown on the plans or as designated by the Engineer. The Engineer will determine
the limits of removal as the work progresses.
The Contractor shall take care not to damage reinforcement bars or expansion joints which
are to remain in place. Any damage to reinforcement bars or expansion joints shall be
corrected at the Contractor's expense. All loose reinforcement bars, as determined by the
Engineer, shall be retied at the Contractor's expense.
(1) Partial-Depth. Areas to be repaired will be determined and marked by the Engineer.
A concrete saw shall be used to provide vertical edges approximately 3/4 in. (20 mm)
deep around the perimeter of the area to be patched when a concrete overlay is not
specified. Where high steel is present, the depth may be reduced as directed by the
Engineer. A saw cut will not be required on those boundaries along the face of the
curb, parapet or joint or when sharp vertical edges are provided by hydro-demolition.
The loose and unsound concrete shall be removed by chipping, with power driven
hand tools or by hydro-demolition equipment. All exposed reinforcing bars and newly
exposed concrete shall be thoroughly blast cleaned. Where, in the judgment of the
Engineer,the bond between existing concrete and reinforcement steel within the patch
area has been destroyed, the concrete adjacent to the bar shall be removed to a depth
that will permit new concrete to bond to the entire periphery of the exposed bar. A
minimum of 1 in. (25 mm) clearance will be required. The Engineer may require
enlarging a designated removal area should inspection indicate deterioration beyond
the limits previously designated. In this event, a new saw cut shall be made around
the extended area before additional removal is begun. The removal area shall not be
enlarged solely to correct debonded reinforcement or deficient lap lengths.
Page 22 of 37
City of Canton
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Section 23-00115-00-BR
Fulton County
(2) Full-Depth. Concrete shall be removed as determined by the Engineer within all areas
designated for full-depth repair and in all designated areas of partial depth repair in
which unsound concrete is found to extend below half the concrete deck thickness.
Full depth removal shall be performed according to Article 501.05 except that hydraulic
impact equipment may be permitted in areas of full depth removal more than 1 ft (300
mm) away from the edges of existing beams, girders or other supporting structural
members or more than 1 ft (300 mm) from the boundaries of full-depth repairs. Saw
cuts shall be made on the top of the deck, except those boundaries along the face of
curbs, parapets and joints or where hydro-demolition provided sharp vertical edges.
The top saw cut may be omitted if the deck is to receive an overlay.
Forms for full-depth repair may be supported by hangers with adjustable bolts or by
blocking from the beams below. When approved by the Engineer, forms for Type 1
patches may be supported by No. 9 wires or other devices attached to the
reinforcement bars.
All form work shall be removed after the curing sequence is complete and prior to
opening to traffic.
(3) Reinforcement Treatment. Care shall be exercised during concrete removal to protect
the reinforcement bars and structural steel from damage. Any damage to the
reinforcement bars or structural steel to remain in place shall be repaired or replaced.
All existing reinforcement bars shall remain in place except as herein provided for
corroded bars. Tying of loose bars will be required. Reinforcing bars which have been
cut or have lost 25 percent or more of their original cross sectional area shall be
supplemented by new in kind reinforcement bars. New bars shall be lapped a
minimum of 32 bar diameters to existing bars. An approved mechanical bar splice
capable of developing in tension at least 125 percent of the yield strength of the
existing bar shall be used when it is not feasible to provide the minimum bar lap. No
welding of bars will be permitted.
(4) Cleaning. Immediately after completion of the concrete removal and reinforcement
repairs, the repair areas shall be cleaned of dust and debris. Once the initial cleaning
is completed, the repair areas shall be thoroughly blast cleaned to a roughened
appearance free from all foreign matter. Particular attention shall be given to removal
of concrete fines. Any method of cleaning which does not consistently produce
satisfactory results shall be discontinued and replaced by an acceptable method. All
debris, including water, resulting from the blast cleaning shall be confined and shall be
immediately and thoroughly removed from all areas of accumulation. If concrete
placement does not follow immediately after the final cleaning, the area shall be
carefully protected with well-anchored polyethylene sheeting.
Exposed reinforcement bars shall be free of dirt, detrimental scale, paint, oil, or other
foreign substances which may reduce bond with the concrete. A tight non-scaling
coating of rust is not considered objectionable. Loose, scaling rust shall be removed
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City of Canton
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Section 23-00115-00-BR
Fulton County
by rubbing with burlap, wire brushing, blast cleaning or other methods approved by
the Engineer.
(c) Placement & Finishing of Concrete Repair:
(1) Bonding Method. The patch area shall be cleaned to the satisfaction of the Engineer
and shall be thoroughly wetted and maintained in a dampened condition with water for
at least 12 hours before placement of the concrete. Any excess water shall be
removed by compressed air or by vacuuming prior to the beginning of concrete
placement. Water shall not be applied to the patch surface within one hour before or
at any time during placement of the concrete.
(2) Concrete Placement.
The concrete shall be placed and consolidated according to Article 503.07 and as
herein specified. Article 1020.14 shall apply.
When an overlay system is not specified, the patches shall be finished according to
Article 503.16 (a), followed by a light brooming.
(d) Curing and Protection.
Concrete patches shall be cured by the Wetted Burlap or Wetted Cotton Mat Method
according to Article 1020.13 (a)(3) or Article 1020.13 (a)(5). The curing period shall be 3
days for Class PP-1, PP-2, PP-3, PP-4, and PP-5 concrete. The curing period shall be 7
days for Class BS concrete. In addition to Article 1020.13, when the air temperature is
less than 550 F (130 C), the Contractor shall cover the patch according to Article 1020.13
(d)(1)with minimum R12 insulation. Insulation is optional when the air temperature is 550
F. - 900 F (13° C - 321 C). Insulation shall not be placed when the air temperature is
greater than 90° F (320 C). A 72-hour minimum drying period shall be required before
placing waterproofing or hot-mix asphalt surfacing.
(e) Opening to Traffic.
No traffic will be permitted on a patch until after the specified cure period, and the concrete
has obtained a minimum compressive strength of 4000 psi (27.6 MPa) or flexural strength
of 675 psi (4.65 MPa).
Construction equipment will be permitted on a patch during the cure period if the concrete
has obtained the minimum required strength. In this instance, the strength specimens
shall be cured with the patch.
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City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Method of Measurement.
When specified, hot-mix asphalt surface removal and full or partial depth repairs will be measured
for payment and computed in square yards (square meters).
Basis of Payment.
The hot-mix asphalt surface removal will be paid for at the contract unit price per square yard
(square meter) for HOT-MIX ASPHALT SURFACE REMOVAL (DECK). Areas removed and
replaced up to and including a depth of half the concrete deck thickness will be paid for at the
contract unit price per square yard (square meter) for DECK SLAB REPAIR (PARTIAL). Areas
requiring removal greater than a depth of half the concrete deck thickness shall be removed and
replaced full depth and will be paid for at the contract unit price per square yard (square meter)
for DECK SLAB REPAIR (FULL DEPTH, TYPE 1) and/or DECK SLAB REPAIR (FULL DEPTH,
TYPE 11).
When corroded reinforcement bars are encountered in the performance of this work and
replacement is required, the Contractor will be paid according to Article 109.04.
No payment will be allowed for removal and replacement of reinforcement bars damaged by the
Contractor in the performance of his/her work or for any increases in dimensions needed to
provide splices for these replacement bars.
Removal and disposal of asbestos waterproofing and/or asbestos bituminous concrete will be
paid for as specified in the Special Provision for"Asbestos Waterproofing Membrane or Asbestos
Hot-Mix Asphalt Surface Removal".
Page 25 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
STRUCTURAL REPAIR OF CONCRETE
Effective: March 15, 2006
Revised: August 9, 2019
Description. This work shall consist of structurally repairing concrete.
Materials. Materials shall be according to the following.
Item Article/Section
(a) Portland Cement Concrete (Note 1) .........................................................................1020
(b) R1, R2, or R3 Concrete (Note 2)
(c) Normal Weight Concrete (Notes 3 and 4)
(d) Shotcrete (High Performance) (Notes 5 and 6)
(e) Reinforcement Bars .............................................................................................1006.10
(f) Anchor Bolts ........................................................................................................1006.09
(9) Water ........................................................................................................................1002
(h) Curing Compound ...............................................................................................1022.01
(i) Cotton Mats .........................................................................................................1022.02
6) Protective Coat ....................................................................................................1023.01
(k) Epoxy (Note 7) .........................................................................................................1025
(1) Mechanical Bar Splicers ....................................................................................508.06(c)
Note 1. The concrete shall be Class SI, except the cement factor shall be a minimum 6.65
cwt/cu yd (395 kg/cu m), the coarse aggregate shall be a CA 16, and the strength
shall be a minimum 4000 psi (27,500 kPa) compressive or 675 psi (4650 kPa)
flexural at 14 days. A high range water-reducing admixture shall be used to obtain
a 5-7 in. (125-175 mm) slump, but a cement factor reduction according to Article
1020.05(b)(8) is prohibited. A self-consolidating concrete mixture is also
acceptable per Article 1020.04, except the mix design requirements of this note
regarding the cement factor, coarse aggregate, strength, and cement factor
reduction shall apply.
Note 2. The R1, R2, or R3 concrete shall be from the Department's qualified product list of
Packaged, Dry, Rapid Hardening, Cementitious Materials for Concrete Repairs.
The R1, R2, or R3 concrete shall comply with the air content and strength
requirements for Class SI concrete as indicated in Note 1. Mixing shall be per the
manufacturer's recommendations, except the water/cement ratio shall not exceed
the value specified for Class SI concrete as indicated in Note 1. A high range
water-reducing admixture shall be used to obtain a 5-7 in. (125-175 mm) slump,
and a retarder may be required to allow time to perform the required field tests.
The admixtures shall be per the manufacturer's recommendation, and the
Department's qualified product list of Concrete Admixtures shall not apply.
Note 3. The "high slump" packaged concrete mixture shall be from the Department's
qualified product list of Packaged, Dry, Formed, Concrete Repair Mixtures. The
materials and preparation of aggregate shall be according to ASTM C 387. The
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City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
cement factor shall be 6.65 cwt/cu yd (395 kg/cu m) minimum to 7.05 cwt/cu yd
(418 kg/cu m) maximum. Cement replacement with fly ash or ground granulated
blast-furnace slag shall be according to Section 1020. The "high slump" packaged
concrete mixture shall have a water soluble chloride ion content of less than 0.40
Ib/cu yd (0.24 kg/cu m). The test shall be performed according to ASTM C 1218,
and the "high slump" packaged concrete mixture shall have an age of 28 to 42
days at the time of test. The ASTM C 1218 test shall be performed by an
independent lab a minimum of once every two years, and the test results shall be
provided to the Department. The coarse aggregate shall be a maximum size of 1/2
in. (12.5 mm). The packaged concrete mixture shall comply with the air content
and strength requirements for Class SI concrete as indicated in Note 1. Mixing
shall be per the manufacturer's recommendations, except the water/cement ratio
shall not exceed the value specified for Class SI concrete as indicated in Note 1. A
high range water-reducing admixture shall be used to obtain a 5-7 in. (125-175
mm) slump. The admixture shall be per the manufacturer's recommendation, and
the Department's qualified product list of Concrete Admixtures shall not apply. A
maximum slump of 10 in. (250 mm) may be permitted if no segregation is observed
by the Engineer in a laboratory or field evaluation.
Note 4 The "self-consolidating concrete" packaged concrete mixture shall be from the
Department's qualified product list of Packaged, Dry, Formed, Concrete Repair
Mixtures. The materials and preparation of aggregate shall be according to ASTM
C 387. The cement factor shall be 6.65 cwt/cu yd (395 kg/cu m) minimum to 7.05
cwt/cu yd (418 kg/cu m) maximum. Cement replacement with fly ash or ground
granulated blast-furnace slag shall be according to Section 1020. The "self-
consolidating concrete" packaged concrete mixture shall have a water soluble
chloride ion content of less than 0.40 Ib/cu yd (0.24 kg/cu m). The test shall be
performed according to ASTM C 1218, and the "self-consolidating concrete"
packaged concrete mixture shall have an age of 28 to 42 days at the time of test.
The ASTM C 1218 test shall be performed by an independent lab a minimum of
once every two years, and the test results shall be provided to the Department.
The concrete mixture should be uniformly graded, and the coarse aggregate shall
be a maximum size of 1/2 in. (12.5 mm). The fine aggregate proportion shall be a
maximum 50 percent by weight (mass) of the total aggregate used. The packaged
concrete mixture shall comply with the air content and strength requirements for
Class SI concrete as indicated in Note 1. Mixing shall be per the manufacturer's
recommendations, except the water/cement ratio shall not exceed the value
specified for Class Sl concrete as indicated in Note 1. The admixtures used to
produce self-consolidating concrete shall be per the manufacturer's
recommendation, and the Department's qualified product list of Concrete
Admixtures shall not apply. The packaged concrete mixture shall meet the self-
consolidating requirements of Article 1020.04.
Note 5. Packaged shotcrete that includes aggregate shall be from the Department's
qualified product list of Packaged High Performance Shotcrete, and independent
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City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
laboratory test results showing the product meets Department specifications will be
required. The product shall be a packaged, pre-blended, and dry combination of
materials, for the wet-mix shotcrete method according to ASTM C 1480. A non-
chloride accelerator may be used according to the shotcrete manufacturer's
recommendations. The shotcrete shall be Type FA or CA, Grade FIR, and Class I.
The fibers shall be Type III synthetic according to ASTM C 1116.
The packaged shotcrete shall have a water soluble chloride ion content of less
than 0.40 Ib/cu yd (0.24 kg/cu m). The test shall be performed according to ASTM
C 1218, and the hardened shotcrete shall have an age of 28 to 42 days at the time
of test. The ASTM C 1218 test shall be performed by an independent lab a
minimum of once every two years, and the test results shall be provided to the
Department.
Each individual aggregate used in the packaged shotcrete shall have either a
maximum ASTM C 1260 expansion of 0.16 percent or a maximum ASTM C 1293
expansion of 0.040 percent. However, the ASTM C 1260 value may be increased
to 0.27 percent for each individual aggregate if the cement total equivalent alkali
content (Na2O + 0.658K2O) does not exceed 0.60 percent. As an alternative to
these requirements, ASTM C 1567 testing which shows the packaged shotcrete
has a maximum expansion of 0.16 percent may be submitted. The ASTM C 1260,
C 1293, or C 1567 test shall be performed a minimum of once every two years.
The 7 and 28 day compressive strength requirements in ASTM C 1480 shall not
apply. Instead the shotcrete shall obtain a minimum compressive strength of 4000
psi (27,500 kPa) at 14 days.
The packaged shotcrete shall be limited to the following proportions:
The portland cement and finely divided minerals shall be 6.05 cwt/cu yd (360 kg/cu
m) to 8.50 cwt/cu yd (505 kg/cu m) for Type FA and 6.05 cwt/cu yd (360 kg/cu. m)
to 7.50 cwt/cu yd (445 kg/cu m) for Type CA. The portland cement shall not be
below 4.70 cwt/cu yd (279 kg/cu m) for Type FA or CA.
The finely divided mineral(s) shall constitute a maximum of 35 percent of the total
cement plus finely divided mineral(s).
Class F fly ash is optional and the maximum shall be 20 percent by weight (mass)
of cement.
Class C fly ash is optional and the maximum shall be 25 percent by weight (mass)
of cement.
Ground granulated blast-furnace slag is optional and the maximum shall be 30
percent by weight (mass) of cement.
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City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Microsilica is required and shall be a minimum of 5 percent by weight (mass) of
cement, and a maximum of 10 percent. As an alternative to microsilica, high-
reactivity metakaolin may be used at a minimum of 5 percent by weight (mass) of
cement, and a maximum of 10 percent.
Fly ash shall not be used in combination with ground granulated blast-furnace slag.
Class F fly ash shall not be used in combination with Class C fly ash. Microsilica
shall not be used in combination with high-reactivity metakaolin. A finely divided
mineral shall not be used in combination with a blended hydraulic cement, except
for microsilica or high-reactivity metakaolin.
The water/cement ratio as defined in Article 1020.06 shall be a maximum of 0.42.
The air content as shot shall be 4.0 —8.0 percent.
Note 6 Packaged shotcrete that does not include pre-blended aggregate shall be from the
Department's qualified product list of Packaged High Performance Shotcrete, and
independent laboratory test results showing the product meets Department
specifications will be required. The shotcrete shall be according to Note 5, except
the added aggregate shall be according to Articles 1003.02 and 1004.02 in addition
to each individual aggregate meeting the maximum expansion requirements of
Note 5. The aggregate gradation shall be according to the manufacturer. The
shotcrete shall be batched and mixed with added aggregate according to the
manufacturer.
Note 7. In addition ASTM C 881, Type IV, Grade 2 or 3, Class A, B, or C may be used.
Equipment. Equipment shall be according to Article 503.03 and the following.
Chipping Hammer — The chipping hammer for removing concrete shall be a light-duty
pneumatic or electric tool with a 15 lb. (7 kg) maximum class or less.
Blast Cleaning Equipment — Blast cleaning equipment for concrete surface preparation shall be
the abrasive type, and the equipment shall have oil traps.
Hydrodemolition Equipment — Hydrodemolition equipment for removing concrete shall be
calibrated, and shall use water according to Section 1002.
High Performance Shotcrete Equipment — The batching, mixing, pumping, hose, nozzle, and
auxiliary equipment shall be for the wet-mix shotcrete method, and shall meet the requirements
of ACI 506R.
Construction Requirements
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City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
General. The repair methods shall be either formed concrete repair or shotcrete. The repair
method shall be selected by the Contractor with the following rules.
(a) Rule 1. For formed concrete repair, a subsequent patch to repair the placement point
after initial concrete placement will not be allowed. As an example, this may occur in a
vertical location located at the top of the repair.
(b) Rule 2. Formed concrete repair shall not be used for overhead applications.
(c) Rule 3. If formed concrete repair is used for locations that have reinforcement with less
than 0.75 in. (19 mm) of concrete cover, the concrete mixture shall contain fly ash or
ground granulated blast-furnace slag at the maximum cement replacement allowed.
(d) Rule 4. Shotcrete shall not be used for any repair greater than 6 in. (150 mm) in depth,
except in horizontal applications, where the shotcrete may be placed from above in one
lift.
(e) Rule 5. Shotcrete shall not be used for column repairs greater than 4 in. (100 mm) in
depth, unless the shotcrete mixture contains 3/8 in. (9.5 mm) aggregate.
Temporary Shoring or Cribbing. When a temporary shoring or cribbing support system is
required, the Contractor shall provide details and computations, prepared and sealed by an
Illinois licensed Structural Engineer, to the Department for review and approval. When ever
possible the support system shall be installed prior to starting the associated concrete removal.
If no system is specified, but during the course of removal the need for temporary shoring or
cribbing becomes apparent or is directed by the Engineer due to a structural concern, the
Contractor shall not proceed with any further removal work until an appropriate and approved
support system is installed.
Concrete Removal. The Contractor shall provide ladders or other appropriate equipment for the
Engineer to mark the removal areas. Repair configurations will be kept simple, and squared
corners will be preferred. The repair perimeter shall be sawed a depth of 1/2 in. (13 mm) or
less, as required to avoid cutting the reinforcement. Any cut reinforcement shall be repaired or
replaced at the expense of the Contractor. If the concrete is broken or removed beyond the
limits of the initial saw cut, the new repair perimeter shall be recut. The areas to be repaired
shall have all loose, unsound concrete removed completely by the use of chipping hammers,
hydrodemolition equipment, or other methods approved by the Engineer. The concrete removal
shall extend along the reinforcement bar until the reinforcement is free of bond inhibiting
corrosion. Reinforcement bar with 50 percent or more exposed shall be undercut to a depth of
3/4 in. (19 mm) or the diameter of the reinforcement bar, whichever is greater.
If sound concrete is encountered before existing reinforcement bars are exposed, further
removal of concrete shall not be performed unless the minimum repair depth is not met.
Page 30 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
The repair depth shall be a minimum of 1 in. (25 mm). The substrate profile shall be ± 1/16 in.
(± 1.5 mm). The perimeter of the repair area shall have a vertical face.
If a repair is located at the ground line, any excavation required below the ground line to
complete the repair shall be included in this work.
The Contractor shall have a maximum of 14 calendar days to complete each repair location with
concrete or shotcrete, once concrete removal has started for the repair.
The Engineer shall be notified of concrete removal that exceeds 6 in. (150 mm) in depth, one
fourth the cross section of a structural member, more than half the vertical column
reinforcement is exposed in a cross section, more than 6 consecutive reinforcement bars are
exposed in any direction, within 1.5 in. (38 mm) of a bearing area, or other structural concern.
Excessive deterioration or removal may require further evaluation of the structure or installation
of temporary shoring and cribbing support system.
Surface Preparation. Prior to placing the concrete or shotcrete, the Contractor shall prepare the
repair area and exposed reinforcement by blast cleaning. The blast cleaning shall provide a
surface that is free of oil, dirt, and loose material.
If a succeeding layer of shotcrete is to be applied, the initial shotcrete surface and remaining
exposed reinforcement shall be free of curing compound, oil, dirt, loose material, rebound (i.e.
shotcrete material leaner than the original mixture which ricochets off the receiving surface), and
overspray. Preparation may be by lightly brushing or blast cleaning if the previous shotcrete
surface is less than 36 hours old. If more than 36 hours old, the surface shall be prepared by
blast cleaning.
The repair area and perimeter vertical face shall have a rough surface. Care shall be taken to
ensure the sawcut face is roughened by blast cleaning. Just prior to concrete or shotcrete
placement, saturate the repair area with water to a saturated surface-dry condition. Any
standing water shall be removed.
Concrete or shotcrete placement shall be done within 3 calendar days of the surface
preparation or the repair area shall be prepared again.
Reinforcement. Exposed reinforcement bars shall be cleaned of concrete and corrosion by
blast cleaning. After cleaning, all exposed reinforcement shall be carefully evaluated to
determine if replacement or additional reinforcement bars are required.
Page 31 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Reinforcing bars that have been cut or have lost 25 percent or more of their original cross
sectional area shall be supplemented by new in kind reinforcement bars. New bars shall be
lapped a minimum of 32 bar diameters to existing bars. A mechanical bar splicer shall be used
when it is not feasible to provide the minimum bar lap. No welding of bars shall be performed.
Intersecting reinforcement bars shall be tightly secured to each other using 0.006 in. (1.6 mm)
or heavier gauge tie wire, and shall be adequately supported to minimize movement during
concrete placement or application of shotcrete.
For reinforcement bar locations with less than 0.75 in. (19 mm) of cover, protective coat shall be
applied to the completed repair. The application of the protective coat shall be according to
Article 503.19, 2nd paragraph, except blast cleaning shall be performed to remove curing
compound.
The Contractor shall anchor the new concrete to the existing concrete with 3/4 in. (19 mm)
diameter hook bolts for all repair areas where the depth of concrete removal is greater than 8 in.
(205 mm) and there is no existing reinforcement extending into the repair area. The hook bolts
shall be spaced at 15 in. (380 mm) maximum centers both vertically and horizontally, and shall be
a minimum of 12 in. (305 mm) away from the perimeter of the repair. The hook bolts shall be
installed according to Section 584.
Repair Methods. All repair areas shall be inspected and approved by the Engineer prior to
placement of the concrete or application of the shotcrete.
(a) Formed Concrete Repair. Falsework shall be according to Article 503.05. Forms shall
be according to Article 503.06. Formwork shall provide a smooth and uniform concrete
finish, and shall approximately match the existing concrete structure. Formwork shall be
mortar tight and closely fitted where they adjoin the existing concrete surface to prevent
leakage. Air vents may be provided to reduce voids and improve surface appearance.
The Contractor may use exterior mechanical vibration, as approved by the Engineer, to
release air pockets that may be entrapped.
The concrete for formed concrete repair shall be a Class SI Concrete, or a packaged R1,
R2, or R3 Concrete„ or a packaged Normal Weight Concrete at the Contractor's option.
The concrete shall be placed and consolidated according to Article 503.07. The
concrete shall not be placed when frost is present on the surface of the repair area, or
the surface temperature of the repair area is less than 40 °F (4 °C). All repaired
members shall be restored as close as practicable to their original dimensions.
Curing shall be done according to Article 1020.13.
If temperatures below 450F (7°C) are forecast during the curing period, protection
methods shall be used. Protection Method I according to Article 1020.13(d)(1), or
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City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Protection Method II according to Article 1020.13(d)(2) shall be used during the curing
period.
The surfaces of the completed repair shall be finished according to Article 503.15.
(b) Shotcrete. Shotcrete shall be tested by the Engineer for air content according to Illinois
Modified AASHTO T 152. The sample shall be obtained from the discharge end of the
nozzle by shooting a pile large enough to scoop a representative amount for filling the air
meter measuring bowl. Shotcrete shall not be shot directly into the measuring bowl for
testing.
For compressive strength of shotcrete, a 18 x 18 x 3.5 in. (457 x 457 x 89 mm) test
panel shall be shot by the Contractor for testing by the Engineer. A steel form test panel
shall have a minimum thickness of 3/16 in. (5 mm) for the bottom and sides. A wood
form test panel shall have a minimum 3/4 in. (19 mm) thick bottom, and a minimum 1.5
in. (38 mm) thickness for the sides. The test panel shall be cured according to Article
1020.13 (a) (3) or (5) while stored at the jobsite and during delivery to the laboratory.
After delivery to the laboratory for testing, curing and testing shall be according to ASTM
C 1140.
The method of alignment control (i.e. ground wires, guide strips, depth gages, depth
probes, and formwork) to ensure the specified shotcrete thickness and reinforcing bar
cover is obtained shall be according to ACI 506R. Ground wires shall be removed after
completion of cutting operations. Guide strips and formwork shall be of dimensions and
a configuration that do not prevent proper application of shotcrete. Metal depth gauges
shall be cut 1/4 in. (6 mm) below the finished surface. All repaired members shall be
restored as close as practicable to their original dimensions.
For air temperature limits when applying shotcrete in cold weather, the first paragraph of
Article 1020.14(b) shall apply. For hot weather, shotcrete shall not be applied when the
air temperature is greater than 90OF (320C). The applied shotcrete shall have a
minimum temperature of 50OF (10°C) and a maximum temperature of 90OF (320C). The
shotcrete shall not be applied during periods of rain unless protective covers or
enclosures are installed. The shotcrete shall not be applied when frost is present on the
surface of the repair area, or the surface temperature of the repair area is less than 40OF
(40C). If necessary, lighting shall be provided to provide a clear view of the shooting
area.
The shotcrete shall be applied according to ACI 506R, and shall be done in a manner
that does not result in cold joints, laminations, sandy areas, voids, sags, or separations.
In addition, the shotcrete shall be applied in a manner that results in maximum
densification of the shotcrete. Shotcrete which is identified as being unacceptable while
still plastic shall be removed and re-applied.
The nozzle shall normally be at a distance of 2 to 5 ft. (0.6 to 1.5 m) from the receiving
surface, and shall be oriented at right angles to the receiving surface. Exceptions to this
Page 33 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
requirement will be permitted to fill corners, encase large diameter reinforcing bars, or as
approved by the Engineer. For any exception, the nozzle shall never be oriented more
than 45 degrees from the surface. Care shall be taken to keep the front face of the
reinforcement bar clean during shooting operations. Shotcrete shall be built up from
behind the reinforcement bar. Accumulations of rebound and overspray shall be
continuously removed prior to application of new shotcrete. Rebound material shall not
be incorporated in the work.
Whenever possible, shotcrete shall be applied to the full thickness in a single layer. The
maximum thickness shall be according to Rules 4 and 5 under Construction
Requirements, General. When two or more layers are required, the minimum number
shall be used and shall be done in a manner without sagging or separation. A flash coat
(i.e. a thin layer of up to 1/4 in. (6 mm) applied shotcrete) may be used as the final lift for
overhead applications.
Prior to application of a succeeding layer of shotcrete, the initial layer of shotcrete shall
be prepared according to the surface preparation and reinforcement bar cleaning
requirements. Upon completion of the surface preparation and reinforcement bar
treatment, water shall be applied according to the surface preparation requirements
unless the surface is moist. The second layer of shotcrete shall then be applied within
30 minutes.
Shotcrete shall be cut back to line and grade using trowels, cutting rods, screeds or
other suitable devices. The shotcrete shall be allowed to stiffen sufficiently before
cutting. Cutting shall not cause cracks or delaminations in the shotcrete. For
depressions, cut material may be used for small areas. Rebound material shall not be
incorporated in the work. For the final finish, a wood float shall be used to approximately
match the existing concrete texture. A manufacturer approved finishing aid may be
used. Water shall not be used as a finishing aid. All repaired members shall be restored
as close as practicable to their original dimensions.
Contractor operations for curing shall be continuous with shotcrete placement and
finishing operations. Curing shall be accomplished using wetted cotton mats, membrane
curing, or a combination of both. Cotton mats shall be applied according to Article
1020.13(a)(5) except the exposed layer of shotcrete shall be covered within 10 minutes
after finishing, and wet curing shall begin immediately. Curing compound shall be
applied according to Article 1020.13(a)(4), except the curing compound shall be applied
as soon as the shotcrete has hardened sufficiently to prevent marring the surface, and
each of the two separate applications shall be applied in opposite directions to ensure
coverage. The curing compound shall be according to Article 1022.01. Note 5 of the
Index Table in Article 1020.13 shall apply to the membrane curing method.
When a shotcrete layer is to be covered by a succeeding shotcrete layer within 36 hours,
the repair area shall be protected with intermittent hand fogging, or wet curing with either
burlap or cotton mats shall begin within 10 minutes. Intermittent hand fogging may be
used only for the first hour. Thereafter, wet curing with burlap or cotton mats shall be
Page 34 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
used until the succeeding shotcrete layer is applied. Intermittent hand fogging may be
extended to the first hour and a half if the succeeding shotcrete layer is applied by the
end of this time.
The curing period shall be for 7 days, except when there is a succeeding layer of
shotcrete. In this instance, the initial shotcrete layer shall be cured until the surface
preparation and reinforcement bar treatment is started.
If temperatures below 450F (7°C) are forecast during the curing period, protection
methods shall be used. Protection Method I according to Article 1020.13(d)(1), or
Protection Method II according to Article 1020.13(d)(2) shall be used during the curing
period
Inspection of Completed Work. The Contractor shall provide ladders or other appropriate
equipment for the Engineer to inspect the repaired areas. After curing but no sooner than 28
days after placement of concrete or shooting of shotcrete, the repair shall be examined for
conformance with original dimensions, cracks, voids, and delaminations. Sounding for
delaminations will be done with a hammer or by other methods determined by the Engineer.
The acceptable tolerance for conformance of a repaired area shall be within 1/4 in. (6 mm) of
the original dimensions. A repaired area not in dimensional conformance or with delaminations
shall be removed and replaced.
A repaired area with cracks or voids shall be considered as nonconforming. Exceeding one or
more of the following crack and void criteria shall be cause for removal and replacement of a
repaired area.
1. The presence of a single surface crack greater than 0.01 in. (0.25 mm) in width and
greater than 12 in. (300 mm) in length.
2. The presence of two or more surface cracks greater than 0.01 in. (0.25 mm) in width that
total greater than 24 in. (600 mm) in length.
3. The presence of map cracking in one or more regions totaling 15 percent or more of the
gross surface area of the repair.
4. The presence of two or more surface voids with least dimension 3/4 in. (19 mm) each.
A repaired area with cracks or voids that do not exceed any of the above criteria may remain in
place, as determined by the Engineer.
If a nonconforming repair is allowed to remain in place, cracks greater than 0.007 in. (0.2 mm) in
width shall be repaired with epoxy according to Section 590. For cracks less than or equal to
0.007 in. (0.2 mm) in width, the epoxy may be applied to the surface of the crack. Voids shall
be repaired according to Article 503.15.
Page 35 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
Fulton County
Publications and Personnel Requirements. The Contractor shall provide a current copy of ACI
506R to the Engineer a minimum of one week prior to start of construction.
The shotcrete personnel who perform the work shall have current American Concrete Institute
(ACI) nozzlemen certification for vertical wet and overhead wet applications, except one
individual may be in training. This individual shall be adequately supervised by a certified ACI
nozzlemen as determined by the Engineer. A copy of the nozzlemen certificate(s) shall be
given to the Engineer.
Method of Measurement. This work will be measured for payment in place and the area
computed in square feet (square meters). For a repair at a corner, both sides will be measured.
Basis of Payment. This work will be paid for at the contract unit price per square foot (square
meter) for STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 IN. (125 MM),
STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 IN. (125 MM).
When not specified to be paid for elsewhere, the work to design, install, and remove the
temporary shoring and cribbing will be paid for according to Article 109.04.
With the exception of reinforcement damaged by the Contractor during removal, the furnishing
and installation of supplemental reinforcement bars, mechanical bar splicers, hook bolts, and
protective coat will be paid according to Article 109.04.
Page 36 of 37
City of Canton
FAU 6887(Walnut Street)
Section 23-00115-00-BR
LR107-4ulton County
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
INSURANCE
Effective: February 1, 2007
Revised: August 1, 2007
All references to Sections or Articles in this specification shall be construed to mean specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
The Contractor shall name the following entities as additional insured under the Contractor's
general liability insurance policy in accordance with Article 107.27:
City of Canton
Maurer-Stutz, Inc.
The entities listed above and their officers, employees, and agents shall be indemnified and
held harmless in accordance with Article 107.26.
Page 37 of 37
Illinois Department of Transportation
Office of Highways Project Implementation / Region 3/ District 4
401 Main Street/ Peoria, Illinois 61602-1111
September 4, 2024
Ms. Andrea Smith-Walters, City Clerk
City of Canton
2 North Main Street
Canton, Illinois 61520
Municipal—Motor Fuel Tax (MFT) Funds
City of Canton
Section No.: 21-00110-77-BR
FAU 6887 (Walnut Street) over Big Creek
Ex. SN 029-6002
Supplemental Improvement Resolution
Dear Ms. Smith-Walters:
The Resolution for Improvement Under the Illinois Highway Code (BLR 09110)
adopted by the City Council of Canton on August 6, 2024, and signed August 28,
2024.. appropriating $57,514.49 of MFT funds for this section was approved on
September 3, 2024.
This resolution provides for the repairs to the bridge carrying Walnut Street over Big
Creek in the City of Canton.
*NOTE: Approval of this resolution and engineering agreement does not authorize
expenditure of MFT Funds. Proper documentation must be received by
our office prior to paying any bills out of the MFT account.
If you have any questions, please contact Mr. Simon Alwan at (309) 671-3694.
Sincerely,
�Git-yLQ.�—
Kensil A. Garnett, P.E.
Region Three Engineer
SJA/Imh/s:\gen\winword\blrs\staff\alwan\transmittals&letters\improv.resolutions\canton.23-00115-00-br suppl 2
impry res blr 5530 docx
Attachment
cc: Mr. George Merkle, Maurer-Stutz
File
Illinois Department Resolution for Improvement
of Transportation Under the Illinois Highway Code
Is this project a bondable capital improvement? Resolution Type Resolution Number Section Number
® Yes ❑ No Original $rj 23-00115-00-BR
BE IT RESOLVED, by the Council of the City
Governing Body Type Local Public Agency Type
of Canton Illinois that the following described street(s)/road(s)/structure be improved under
Name of Local Public Agency
the Illinois Highway Code. Work shall be done by Contract
Contract or Day Labor
For Roadway/Street Improvements:
Name of Street(s)/Road(s) Length Route From To
(miles)
For Structures:
Name of Street(s)/Road(s) Existing Route Location Feature Crossed
Structure No.
Walnut Street 029-6002 FAU Located on Walnut Street Over Big Creek
6887 approximately 3,150 feet
west of Main Street.
BE IT FURTHER RESOLVED,
1. That the proposed improvement shall consist of
repairs to the bridge carrying Walnut Street over Big Creek
2. That there is hereby appropriated the sum of fifty seven thousand five hundred fourteen and 49/100
Dollars( $57,514.49 )for the improvement of
said section from the Local Public Agency's allotment of Motor Fuel Tax funds.
BE IT FURTHER RESOLVED,that the Clerk is hereby directed to transmit four(4)certified originals of this resolution to the district office
of the Department of Transportation.
I, Andrea J. Smith-Walters City Clerk in and for said City
Name of Clerk Local Public Agency Type Local Public Agency Type
of Canton in the State aforesaid, and keeper of the records and files thereof, as provided by
Name of Local Public Agency
statute, do hereby certify the foregoing to be a true, perfect and complete original of a resolution adopted by
Council of Canton at a meeting held on August 06, 2024
Governing Body Type Name of Local Public Agency Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this 6th day of August, 2024
Day Month,Year
(SEAL, if required by the LPA) Clerk Siqnature& Date
Approved
Regional Engineer Signature& Date
Department of Transportation
O
Printed 08/28/24 Page 1 of 1 BLR 09110(Rev.01/18/23)
111inois Department Resolution for Improvement
of Transportation Under the Illinois Highway Code
Is this project a bondable capital improvement? Resolution Type Resolution Number Section Number
® Yes ❑ No Original 23-00115-00-BR
BE IT RESOLVED, by the Council of the City
Governing Body Type Local Public Agency Type
of Canton Illinois that the following described street(s)/road(s)/structure be improved under
Name of Local Public Agency
the Illinois Highway Code.Work shall be done by Contract
Contract or Day a or
For Roadway/Street Improvements:
Name of Street(s)/Road(s) Length Route From To
(miles)
For Structures:
Name of Street(s)/Road(s) Existing Route Location Feature Crossed
Structure No.
Walnut Street 029-6002 FAU Located on Walnut Street Over Big Creek
6887 approximately 3,150 feet
west of Main Street.
BE IT FURTHER RESOLVED,
1. That the proposed improvement shall consist of
repairs to the bridge carrying Walnut Street over Big Creek
2. That there is hereby appropriated the sum of fifty seven thousand five hundred fourteen and 49/100
Dollars( $57,514.49 )for the improvement of
said section from the Local Public Agency's allotment of Motor Fuel Tax funds.
BE IT FURTHER RESOLVED,that the Clerk is hereby directed to transmit four(4)certified originals of this resolution to the district office
of the Department of Transportation.
I, Andrea J. Smith-Walters City Clerk in and for said City
Name of Clerk Local Public Agency Type Local Public Agency Type
of Canton in the State aforesaid, and keeper of the records and files thereof,as provided by
Name of Local Public Agency
statute, do hereby certify the foregoing to be a true, perfect and complete original of a resolution adopted by
Council of Canton at a meeting held on August 06, 2024
Governing Body Type Name of Local Public Agency Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this 6th day of August, 2024
Day Month,Year
(SEAL, if required by the LPA) Clerk SjAnature& Date
q`
Approved
Regional Engineer Signature& Date
Department of Transportation
G
Printed 08/28/24 Page 1 of 1 BLR 09110(Rev.01/18/23)