Bid Notice-Joint Seal Repair - US-75.pdf

BID RIGGING IS A SERIOUS CRIME. IF YOU HAVE ANY INFORMATION CONCERNING COLLUSIVE BIDDING, EVEN A REQUEST TO SUBMIT A COMPLIMENTARY BID, PLEASE CALL THE OKLAHOMA ATTORNEY GENERAL'S OFFICE AT TELEPHONE NO. 405-521-3921.

PROPOSAL 260142

CALL ORDER 100

TO BE LET ON

THURSDAY, JUNE 11, 2026 AT 10:30 A.M.

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

ATOKA COUNTY

STATE AID PROJECT

JOINT SEAL/REPAIR

US-75: OVER FRONTERHOUSE CREEK, CLEAR BOGGY CREEK, CLEAR BOGGY CREEK

O'FLOW, CANEY CREEK, AND CANEY CREEK O'FLOW, AT MULTIPLE LOCATIONS IN

DISTRICT 2.

PROJECT LENGTH = 0.00 MILES

SSP-203F(083)PM, 23145(23)

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 55 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON MONDAY, APRIL 6, 2026 AT 8:52 AM.

CREATED: 4/6/2026 8:52 AM

S T A T E O F O K L A H O M A D E P A R T M E N T O F T R A N S P O R T A T I O N

Advertisement to Contractors – June 11, 2026 10:30 A.M. Bid Opening

SHEET 1 OF 1

Plans and proposals for this bid opening will be available on May 21, 2026. No bidding proposals will be issued to any Contractor after June 10, 2026 10:30 A.M.. The cost for each bidding proposal is $ 50.00 + tax. State Standard Specifications may be purchased by contacting ODOT Business Services Center Branch (405) 521-4509. No refunds will be made for bidding documents or specification books purchased.

Sample proposals, preliminary plans, long form and short form notices, order forms, bid tabs and awards, can be accessed on ODOT's Web site: https://oklahoma.gov/odot/business-center/contracts-and-proposals.html

Bids must be prepared in accordance with the State Standard Specifications. Unless otherwise specified, bids for all projects must be submitted over the internet to Bid Express(https://www.bidx.com) using AASHTOware Project Bids.

Instructions for using Bid Express, Project Bids, and the electronicbidding process are available from the Office Engineer Division. When written bids are allowed, sealed proposals may be delivered directly to the Office Engineer Division prior to the scheduled bid opening. For written bids, do not disassemble the bidding proposal in any way.

Any firm bidding a project as a joint venture, that has not been previously approved by the department, must complete the ‘Request for Joint Venture’ form, which is posted on the ODOT website, prior to bidding.

Unless otherwise specified in the proposal, all bids must be submitted with a proposal guaranty equal to 5 % of the bid total.

Questions and comments regarding the June 11, 2026 bid opening will be accepted until May 29, 2026. Please submit your questions through the ODOT pre-bid email address: ODOT-Prebid.Question@odot.org. Responses will be posted to the “Pre-bid Questions and Answers” section of the ODOT Contracts & Proposals webpage as they are received. It is recommended that interested contractors visit the “Pre-Bid Questions and Answers” link regularly in order to stay informed of the latest information: https://oklahoma.gov/odot/business-center/contracts-and-proposals.html.

Unless otherwise noted in the proposal, upon award of the contract to the successful bidder, the contract will be completely and correctly executed by the contractor and returned to the Department within ten(10) working days from the date of award. The Department will have fourteen(14) working days from the date of award to complete it's execution of the contract.

The Oklahoma Department of Transportation(ODOT) and the Oklahoma Turnpike Authority(OTA) ensures that no person or groups of persons shall, on the grounds of race, color, sex, religion, national origin,age, disability, retaliation or genetic information, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination underany and all programs, services, or activities administered by ODOT or OTA, their recipients, sub -recipients, and contractors. To request an accommodation please contact the ADA Coordinator at (405)521-4140 or the Oklahoma Relay Service at 1-800-722-0353. If you have any ADA or Title VI questions email ODOT-ada-titlevi@odot.org

Description of work and location of project: Call Order: 100 SSP-203F(083)PM US-75 ATOKA JP No.23145(23)

JOINT SEAL/REPAIR

US-75: OVER FRONTERHOUSE CREEK, CLEAR BOGGY CREEK, CLEAR BOGGY

CREEK O'FLOW, CANEY CREEK, AND CANEY CREEK O'FLOW, AT MULTIPLE

LOCATIONS IN DISTRICT 2.

STATE OF OKLAHOMA, OKLAHOMA DEPARTMENT OF TRANSPORTATION - By: TIM J. GATZ, Director.

PAGE 1 OF 54PROPOSAL ID : 260142

S U M M A R Y O F T I M E

CONTRACT TIME

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 55 CALENDAR DAYS

NOTICE

THE DEPARTMENT WILL CONSIDER A PROPOSAL NONRESPONSIVE AND REJECT IT IN ACCORDANCE

WITH SUBSECTIONS 102.08 AND/OR 102.14 OF THE CURRENT OKLAHOMA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS.

PAGE 2 OF 54PROPOSAL ID : 260142

S U M M A R Y O F I T E M S

SHEET 1 OF 7

LINE ITEM DESCRIPTION APPROX. QTY UNIT PRICE BID AMOUNT

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0001 BRIDGE 'A'

0010 509(A)0210

CLASS AA CONCRETE

2.100 CY

0020 518(C)0400

RAPID CURE JOINT SEALANT

90.000 LF

0030 523(C)3400

DECK AREA SEALED (FLOODCOATS)

613.000 SY

0040 535 7100

CORROSION INHIBITOR(SURFACE

APPLIED)

9.200 SY

SECTION 0001 SUB TOTAL

SECTION 0002 BRIDGE 'B'

0050 412 3100

COLD MILLING PAVEMENT

112.000 SY

0060 523(C)3400

DECK AREA SEALED (FLOODCOATS)

572.000 SY

SECTION 0002 SUB TOTAL

SECTION 0003 BRIDGE 'C'

0070 509(A)0210

CLASS AA CONCRETE

4.100 CY

0080 518(C)0400

RAPID CURE JOINT SEALANT

90.000 LF

0090 523(C)3400

DECK AREA SEALED (FLOODCOATS)

749.000 SY

0100 535 7100

CORROSION INHIBITOR(SURFACE

APPLIED)

18.300 SY

SECTION 0003 SUB TOTAL

SECTION 0004 BRIDGE 'D'

PAGE 3 OF 54PROPOSAL ID : 260142

SHEET 2 OF 7

UNITS DOLLARS CTS DOLLARS CTS

0110 412 3100

COLD MILLING PAVEMENT

104.000 SY

0120 523(C)3400

DECK AREA SEALED (FLOODCOATS)

699.000 SY

SECTION 0004 SUB TOTAL

SECTION 0005 BRIDGE 'E'

0130 509(A)0210

CLASS AA CONCRETE

0.100 CY

0140 518(C)0400

RAPID CURE JOINT SEALANT

90.000 LF

0150 518(D)0500

ELASTOMERIC MORTAR

12.000 CF

0160 518(J)0800

PREFORMED SILICONE FOAM JOINTS

135.000 LF

0170 523(C)3400

DECK AREA SEALED (FLOODCOATS)

1,342.000 SY

0180 535 7100

CORROSION INHIBITOR(SURFACE

APPLIED)

10.400 SY

SECTION 0005 SUB TOTAL

SECTION 0006 BRIDGE 'F'

0190 412 3100

COLD MILLING PAVEMENT

14.000 SY

0200 518(D)0500

ELASTOMERIC MORTAR

6.000 CF

0210 518(J)0800

PREFORMED SILICONE FOAM JOINTS

126.000 LF

0220 523(C)3400

DECK AREA SEALED (FLOODCOATS)

1,252.000 SY

SECTION 0006 SUB TOTAL

PAGE 4 OF 54PROPOSAL ID : 260142

SHEET 3 OF 7

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0007 BRIDGE 'G'

0230 518(J)0800

PREFORMED SILICONE FOAM JOINTS

36.000 LF

0240 521(A)2200

PNEUMATICALLY PLACED MORTAR

73.000 SY

0250 523(C)3400

DECK AREA SEALED (FLOODCOATS)

1,372.000 SY

0260 535 7100

CORROSION INHIBITOR(SURFACE

APPLIED)

7.800 SY

SECTION 0007 SUB TOTAL

SECTION 0008 BRIDGE 'H'

0270 412 3100

COLD MILLING PAVEMENT

14.000 SY

0280 518(J)0800

PREFORMED SILICONE FOAM JOINTS

144.000 LF

0290 523(C)3400

DECK AREA SEALED (FLOODCOATS)

1,279.000 SY

SECTION 0008 SUB TOTAL

SECTION 0009 BRIDGE 'I'

0300 509(A)0210

CLASS AA CONCRETE

2.100 CY

0310 513(B)4300

CLASS B BRIDGE DECK REPAIR

0.700 SY

0320 518(C)0400

RAPID CURE JOINT SEALANT

135.000 LF

0330 523(C)3400

DECK AREA SEALED (FLOODCOATS)

573.000 SY

0340 535 7100

CORROSION INHIBITOR(SURFACE

APPLIED)

11.500 SY

PAGE 5 OF 54PROPOSAL ID : 260142

SHEET 4 OF 7

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0009 SUB TOTAL

SECTION 0010 BRIDGE 'J'

0350 412 3100

COLD MILLING PAVEMENT

134.000 SY

0360 518(C)0400

RAPID CURE JOINT SEALANT

42.000 LF

0370 523(C)3400

DECK AREA SEALED (FLOODCOATS)

534.000 SY

SECTION 0010 SUB TOTAL

SECTION 0011 BRIDGE 'K'

0380 504(B)5300

SAW-CUT GROOVING

6.100 SY

0390 509(A)0210

CLASS AA CONCRETE

4.900 CY

0400 511 2100

MECHANICAL SPLICES

12.000 EA

0410 511(B)2310

EPOXY COATED REINFORCING STEEL

680.000 LB

0420 518(B)0300

SEALED EXPANSION JOINTS

44.000 LF

0430 518(C)0400

RAPID CURE JOINT SEALANT

45.000 LF

0440 518(J)0800

PREFORMED SILICONE FOAM JOINTS

75.000 LF

0450 523(A)3200

SEALER CRACK PREPARATION

100.000 LF

0460 523(B)3300

SEALER RESIN

0.800 GAL

0470 523(C)3400

DECK AREA SEALED (FLOODCOATS)

1,822.000 SY

PAGE 6 OF 54PROPOSAL ID : 260142

SHEET 5 OF 7

UNITS DOLLARS CTS DOLLARS CTS

0480 535 7100

CORROSION INHIBITOR(SURFACE

APPLIED)

15.900 SY

SECTION 0011 SUB TOTAL

SECTION 0012 BRIDGE 'L'

0490 518(J)0800

PREFORMED SILICONE FOAM JOINTS

168.000 LF

0500 523(C)3400

DECK AREA SEALED (FLOODCOATS)

1,700.000 SY

SECTION 0012 SUB TOTAL

SECTION 0013 BRIDGE 'M'

0510 518(D)0500

ELASTOMERIC MORTAR

14.000 CF

0520 518(J)0800

PREFORMED SILICONE FOAM JOINTS

135.000 LF

0530 523(C)3400

DECK AREA SEALED (FLOODCOATS)

749.000 SY

SECTION 0013 SUB TOTAL

SECTION 0014 BRIDGE 'N'

0540 412 3100

COLD MILLING PAVEMENT

205.000 SY

0550 518(C)0400

RAPID CURE JOINT SEALANT

42.000 LF

0560 523(C)3400

DECK AREA SEALED (FLOODCOATS)

699.000 SY

SECTION 0014 SUB TOTAL

SECTION 0015 TRAFFIC CONTROL

PAGE 7 OF 54PROPOSAL ID : 260142

SHEET 6 OF 7

UNITS DOLLARS CTS DOLLARS CTS

0570 871(B)2300

CONST.ZONE IMPACT ATTEN.

110.000 SD

0580 876(A)3210

(PL)TRUCK MOUNTED ATTENUATOR

55.000 SD

0590 877(B)4300

DELIVER PORTABLE LONGITUDINAL

BARRIER

450.000 LF

0600 877(C)4400

RELOCATION OF PORT. LONGITUDINAL

BARRIER

450.000 LF

0610 880(A)6220

ARROW DISPLAY(TYPE C)

110.000 SD

0620 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

385.000 SD

0630 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

550.000 SD

0640 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

770.000 SD

0650 880(C)6410

CONSTRUCTION BARRICADES(TYPE III)

110.000 SD

0660 880(E)6607

WARNING LIGHTS(TYPE B)

1,320.000 SD

0670 880(E)6616

WARNING LIGHTS(TYPE D)

1,650.000 SD

0680 880(F)6700

DRUMS

1,650.000 SD

0690 880(G)6805

CHANNELIZER CONES

1,980.000 SD

0700 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

290.000 SD

SECTION 0015 SUB TOTAL

SECTION 0016 SIGNING AND STRIPING

PAGE 8 OF 54PROPOSAL ID : 260142

SHEET 7 OF 7

UNITS DOLLARS CTS DOLLARS CTS

0710 856(A)8207

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(6" WIDE)

7,570.000 LF

SECTION 0016 SUB TOTAL

SECTION 0017 CONSTRUCTION

0720 641 2100

MOBILIZATION

1.000 LSUM

SECTION 0017 SUB TOTAL

TOTAL

PAGE 9 OF 54PROPOSAL ID : 260142

D E P A R T M E N T O F T R A N S P O R T A T I O N

I N D E X O F P R O V I S I O N S FOR JPN(s) : SSP-203F(083)PM, 23145(23)

ATOKA COUNTY

PROPOSAL PROVISIONS

102-013(a-b)19 BIDDING PROCEDURES 103-004(a-b)19 SUBCONTRACTS FOR STATE FUNDED CONSTRUCTION CONTRACTS 106-006(a)19 BUY AMERICA 108-023(a)19 FLEXIBLE NOTICE TO PROCEED 108-080(a)19 LIQUIDATED DAMAGES 108-081(a)19 DISINCENTIVE FOR EXPOSED COLD-MILLED PAVEMENT 109-014(a)19 MATERIAL ON HAND

656-005(a-b)19 ARTIFICIAL LIGHTING FOR AMERICAN BURYING BEETLE (ABB)

COMPLIANCE

711-003(a-h)19 TRAFFIC STRIPE 856-003(a-j)19 TRAFFIC STRIPE (PLURAL-COMPONENT)

CS000300 REQUIRED LABOR PROVISIONS SAP PROJECTS

CS000350 SPECIAL LABOR PROVISIONS FOR PROJECTS FINANCED W/STATE

FUNDS

CS001600 SAMPLE MAINTENANCE BOND

CZ002300 CONTRACT DISPUTE RESOLUTION PROCEDURE

CZ002850 NO.2 PROPOSAL SHEET

CZ002975 * BIDDER'S AFFIDAVIT - STATEMENT UNDER PENALTY OF PERJURY

PAGE 10 OF 54PROPOSAL ID : 260142

102-13(a-b)19 11/20/2020

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

BIDDING PROCEDURES

These special provisions amend and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction, English and Metric.

102.07 PREPARATION OF PROPOSAL (Revise to amend as follows:)

Submit the Proposal in the format required by the Bid Notice. For each item on the Proposal Forms, type or write (in ink) the unit price and the product of the unit price and estimated quantity on the Proposal Forms in the space provided. Show the total Proposal amount by adding the products of the unit prices and the estimated quantities. Acknowledge any change to a unit price, the product of a unit price and quantity, or the total Proposal amount with the initials of the person signing the Proposal, adjacent to each change.

If a discrepancy occurs on the Proposal, between the unit price and the product of the unit price and quantity, the Department will use the unit price. If a unit price or the product of a unit price and quantity is omitted or is entered as zero ($0) for any item listed on the Proposal Forms, the Department will consider the Proposal non-responsive and will reject the Proposal. If there is a discrepancy between the submitted electronic media and written Proposal, the Department will use the written Proposal. If the Department requires a printout of electronic media and a discrepancy occurs between the printout and the electronic media, the Department will use the printout.

An individual, all members of a partnership, a duly authorized officer of a corporation, or all members of a joint venture shall sign the Proposal in black or blue ink. For Proposals submitted by a corporation, show the name of the corporation and business address. For Proposals submitted by the internet bidding process, the Department will require an electronic signature only. Include a Non-Collusive Bidding Certification with the Proposal in accordance with Subsection 102.16, “Non- Collusive Bidding Certification.”

102.08 NONRESPONSIVE PROPOSALS (Revise to amend as follows:)

The Department will consider a proposal nonresponsive and may reject it for any of the following reasons:

• The bidder submits a Proposal on an unapproved form (or format, if computer-generated), or the form is altered, incomplete, or disassembled.

• The bidder submits a Proposal using a form other than the latest approved Proposal Form.

• The Department determines that Proposal irregularities (such as unauthorized additions and

PAGE 11 OF 54PROPOSAL ID : 260142

102-13(b-b)19 11/20/2020 conditional or alternate bids) may tend to make the Proposal incomplete, indefinite, or ambiguous.

• The Proposal does not contain a unit price for each item listed, except for authorized alternate items.

• The Proposal is materially unbalanced in accordance with Subsection 101.05.CT.2

• The Proposal is not properly signed.

• The Proposal is not typed or completed in ink.

• The bidder fails to provide a properly executed Proposal Guaranty, or irrevocable Letter of

Credit.

• The bidder fails to sign the unsworn statement made under penalty of perjury.

• The Proposal fails to comply with any material requirement of the Bid Notice.

• The bidder fails to properly comply with Disadvantaged Business Enterprise Requirements or to properly list eligible disadvantaged businesses if participation in accordance with the Proposal Forms.

PAGE 12 OF 54PROPOSAL ID : 260142

103-4(a-b) 19

6-8-20

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

SUBCONTRACTS FOR STATE FUNDED CONSTRUCTION CONTRACTS

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019

Standard Specifications for Highway Construction.

(Add the following:)

103.10 SUBCONTRACTS

A. General

All subcontracts and/or sub-agreements, including amendments to such, must be submitted for review and approval by the Department prior to the subcontractor performing contract work. Ensure all subcontracts conform to the requirements of Subsection 108.01, “Subletting of Contract,” and are executed in accordance with the Contract requirements and the provisions specified herein.

As a minimum, the following information must be included in all subcontracts:

• Full description of the contract work to be performed by the subcontractor

• Prompt Payment/Return of Retainage provisions (from the ODOT DBE Program Manual)

• Signature(s) of the prime contractor and subcontractor

The aforementioned subcontract documents can be downloaded from the ODOT website, and are available for the Contractors’ use: http://www.odot.org/subcontracts.

Subcontracts and sub-agreements may be submitted prior to the receipt of the signed Contract by the

Department.

B. Proof of Subcontract Assurances

Use either of the methods described below to provide the Department with assurance that each subcontract agreement complies with the requirements specified in Subsection 103.10.A above.

1. Subcontract Submission

Submit executed subcontracts and/or sub-agreements in pdf format to the Department using the following email address: constructionsubcontracts@odot.org. Submit all additional and/or modified subcontracts or sub-agreements to the Department via the same email address. To prevent delays in the approval of the subcontract, include the following information in all correspondence: contract

I.D., project number, prime contractor, and subcontractor.

PAGE 13 OF 54PROPOSAL ID : 260142

103-4(b-b) 19

6-8-20

2. Construction Subcontract Assurances Agreement (CSA)

In lieu of submitting the executed subcontract, electronically execute and submit the

Department’s Construction Subcontract Assurances Agreement (CSA) for State funded construction projects. The CSA constitutes an agreement between the Department and the Contractor. By executing the CSA the Contractor assures that the Contractor’s subcontract agreements include the required subcontract elements specified in Subsection 103.10.A above.

An executed CSA cannot be submitted in association with more than one subcontract agreement.

Independent assurances must be provided for each subcontract.

The CSA is located on the ODOT website at ok.gov/odot/Doing_Business/Construction.

PAGE 14 OF 54PROPOSAL ID : 260142

106-6(a) 19 5-22-23

OKLAHOMA DEPARTMENT OF

TRANSPORTATION SPECIAL PROVISIONS

FOR

BUY AMERICA

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the

2019 Standard Specifications for Highway Construction.

106.01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS (Replace with the following:)

B. Buy America

Buy America requirements shall not be enforced as a condition to complete state funded contract work.

PAGE 15 OF 54PROPOSAL ID : 260142

108-23(a) 19 1-10-20

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

FLEXIBLE NOTICE TO PROCEED

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction, English and Metric.

108.03 PROSECUTION AND PROGRESS (Add the following:)

The Notice to Proceed for this project will be issued in the normal time period (approximately 30 days after the award). The Contractor may begin work any time after the issuance of the Notice to Proceed, but no later than November 2, 2026. Time charges will begin on the date the Contractor begins work, or at the date specified in the Notice to Proceed, and will continue until the project is completed.

Once the work begins, construction is expected to continue at an optimum rate until the work is done.

Notify the Resident Engineer, and when applicable the County Commissioner, at least 14 calendar days prior to beginning work.

There will be no additional compensation for any increased costs due to beginning work at or near the end of the flexible period.

PAGE 16 OF 54PROPOSAL ID : 260142

108-80(a) 19 1-19-23

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

LIQUIDATED DAMAGES

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

108.09 FAILURE TO COMPLETE ON TIME (Revise Table 108:1 as follows:)

Table 108:1 Schedule of Liquidated Damages

Contract Amount, $ Daily Assessment Rate, $

# $200,000 $300 >$200,000 and #$1,000,000 $800

>$1,000,000 and #$5,000,000 $1,000 > $5,000,000 and #$10,000,000 $1,300

> $10,000,000 $1,800

PAGE 17 OF 54PROPOSAL ID : 260142

108-81(a) 19

1-10-20

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

DISINCENTIVE FOR EXPOSED COLD-MILLED PAVEMENT

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019

Standard Specifications for Highway Construction.

(Add the following:)

108.14 DISINCENTIVE FOR EXPOSED COLD-MILLED PAVEMENT

The intent of this provision is to minimize the time of exposure of milled paving surfaces. The following items set forth the Contract requirements for this portion of work, and disincentive(s) for non-compliance with these specifications.

A disincentive of $0.02 per square yard per hour will be assessed for all cold-milled surfaces not overlayed within 48 hours of being exposed by cold-milling operations. The disincentive will be assessed each hour after the 48 hours, and continue until the cold-milled surfaces are no longer exposed to the elements as determined by the Engineer. (Fog sealing cold-milled surfaces will not exempt the Contractor from this disincentive.)

The Engineer may allow cold-milled surfaces to remain exposed for up to 96 hours if the Contractor, at no additional cost to the Department, covers the exposed cold-milled surfaces with an approved trackless tack coat meeting the requirements of Special Provision 708-25 within 48 hours of being exposed by cold-milling operations. The trackless tack coat layer must be maintained, ensuring that the trackless tack is of sufficient adhesion or tack coat must be reapplied prior to overlaying the cold-milled surface(s). In the event that trackless tack is used, the above disincentive will be assessed each hour after the 96 hours, and continue until the cold-milled surfaces are overlayed.

Extents of cold-milling required to provide a smooth transition to bridge approaches or to existing pavements will be exempt from this provision. However, if these extents are to be left exposed for more than

48 hours, they must be fog sealed or the disincentive set forth in this provision will apply for each hour in excess of the 48 hours until the fog seal or surfacing is placed.

PAGE 18 OF 54PROPOSAL ID : 260142

109-14(a) 19 6-6-23

OKLAHOMA DEPARTMENT OF

TRANSPORTATION SPECIAL PROVISIONS

FOR

MATERIAL ON HAND

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

109.07 PAYMENT FOR MATERIAL ON HAND (Add the following:)

By way of these provisions, the Department hereby suspends the storage requirements associated with payments for material on hand, as required per section 109.07 of the Standard Specifications, and superseded on some contracts by Special Provision 109-11(a)09. All other requirements for the payment of material on hand will be enforced as specified in the aforementioned specifications and provisions.

Requests for payment that are deemed unreasonable by the Engineer will not be considered.

PAGE 19 OF 54PROPOSAL ID : 260142

656-5(a-b) 19 2-9-21

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

ARTIFICIAL LIGHTING FOR AMERICAN BURYING BEETLE (ABB) COMPLIANCE

These Special Provisions amend and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

(Add the following:)

656.01 DESCRIPTION

A. General

The American Burying Beetle (ABB) is listed by the U.S. Fish and Wildlife Service (USFWS) as a threatened species. As such, the ABB is protected under the Endangered Species Act (the Act), which prohibits any take that may interfere with the survival and recovery of the species. A final rule under the authority of section 4(d) of the Act provides measures that are necessary and advisable to provide for the conservation of the American burying beetle. The 4(d) rule identifies certain activities that are excepted from take prohibitions, which differs by geographic area. FHWA delegates the ODOT Natural Resources Program biologists to assess impacts to species and to determine when application of the 4(d) rule for ABB is appropriate.

Artificial lighting is known to disturb nocturnal insects’ essential activities, including migration, dispersal, foraging, mating, and reproduction. For any federally funded projects let through ODOT within suitable ABB habitat, measures will be taken to minimize use of artificial lighting during construction. If night construction is necessary, direct light will be shielded to the work area and light will be prevented from projecting upwards.

B. Contract Administration

For projects where the 4(d) rule for ABB applies, artificial lighting may be used during construction for night activities if the equipment specifications in Subsection 656.03 of this Special Provision are adhered to and measures to minimize use of artificial lighting have been implemented.

656.03 EQUIPMENT

To be considered ABB compliant, lighting equipment should be either metal halide or LED, diffuser balloon lighting, with a maximum Total Luminous Flux of 110,000 lumen.

The Department does not specify any particular lighting equipment for use by the contractor. However, any lighting equipment to be used for nighttime construction where the 4(d) rule for ABB applies must be approved by the ODOT Natural Resources Program biologist. A list of previously approved ABB compliant artificial lighting equipment is available upon request.

PAGE 20 OF 54PROPOSAL ID : 260142

656-5(b-b) 19 2-9-21

656.04 CONSTRUCTION METHODS

In order to be able to perform nighttime work, the proper measures shall be taken to minimize the disturbance of ABB essential activates by artificial lighting. The contractor must shield the light and focus it on where the work will be taking place. The contractor is prohibited from pointing the light up into the sky or shining the light out over a wide area. Lighting should be limited to only the area where the work is occurring.

656.06 BASIS OF PAYMENT

Include the cost of artificial lighting in the contract unit price for other bid items. Payment for artificial lighting will be considered full compensation for furnishing all materials, labor, equipment, and incidentals, to comply with Subsections 656.03 and 656.04 of this Special Provision. Methods other than those specified herein must be approved by the Department’s Biologist. The ODOT Natural Resources Program can be reached at (405) 325-7013.

PAGE 21 OF 54PROPOSAL ID : 260142

711-3(a-h)19 6-6-24

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

TRAFFIC STRIPE

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

(Add the following:)

711.01 MATERIAL FOR HOT-APPLIED THERMOPLASTIC COMPOUNDS

Provide materials that have been approved by the Department and are currently listed on the Department's Approved Products List (APL) for preformed hot-applied thermoplastic materials. Prior to product installation, the Contractor must supply the Engineer a copy of all material certifications, product approvals, and any other documents requested by the Engineer. Ensure the Department, other state Department of Transportations, or AASHTO Product Evaluation & Audit Solutions (formerly NTPEP) have evaluated the material using a performance test of at least 12 months.

(Replace with the following:)

711.02 PERMANENT PAVEMENT MARKING TAPE

Provide plastic pavement marking tape free of cracks with straight and unbroken edges. Provide material in rolls with no greater than three splices per 150 ft.

Conform preformed words and symbols to the applicable shapes and sizes in accordance with the MUTCD. Package plastic pavement marking tape in standard commercial containers to prevent damage during shipment and storage. Ensure the plastic striping retains the properties required by the Contract when stored at temperatures no greater than 100°F and for no longer than one (1) year. Provide plastic pavement marking tape in accordance with Subsection 711.02.A, "Composition," through Subsection 711.02.L, "Effective Performance Life" of this provision.

Provide materials that have been approved by the Department and are currently listed on the Department's Approved Products List (APL). Prior to product installation, the Contractor must supply the Engineer a copy of all material certifications, product approvals, and any other documents requested by the Engineer. Ensure the Department, other state Department of Transportations, or AASHTO Product Evaluation & Audit Solutions (formerly NTPEP) have evaluated the material using a performance test of at least 12 months.

A. Composition

Distribute uniformly and firmly bond plastic materials, pigments, and glass beads on the top surface of retroreflective, preformed pavement marking film. Provide pre-coated preformed plastic film with a pressure-sensitive adhesive that is compatible with asphalt concrete (AC) and portland cement concrete (PCC) road surfaces.

B. Skid Resistance

Ensure the retroreflective preformed film surface provides skid resistance value of at least 35 British Pendulum Number when tested in accordance with ASTM E303.

C. Thickness

Provide a thickness from 60 mils to 90 mils for preformed plastic film, without adhesive, for lane and edge lines.

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711-3(b-h)19

D. Tensile Strength and Elongation

Provide film with a tensile strength of at least 40 psi of cross section when tested in accordance with ASTM D638, except test a 6 inch x 1 inch sample from 70°F to 80°F using a jaw speed from 10 inches to 12 inches per minute. Provide the sample with an elongation of at least 75 percent at break when tested by this method.

E. Conformability

Provide preformed film that conforms to pavement contours, breaks, and faults at normal pavement temperatures. Provide preformed plastic film that fuses with itself and previously applied marking film of the same composition.

F. Removability

Provide plastic pavement marking tape that cannot be easily removed after application.

G. Adhesive

Provide plastic pavement marking tape for longitudinal and transverse markings with pressure-sensitive backing without liner. Provide word and symbol tape with pressure-sensitive backing and protective liner.

H. Application Properties

Ensure the material adheres to asphalt concrete (AC) and portland cement concrete (PCC) surfaces when applied according to manufacturer's recommendations at surface temperature of at least 65°F. If applying the markings when the surface temperature is from 50°F to 65°F, apply in accordance with the manufacturer's recommendations, other special instructions, or both.

I. Glass Beads

Ensure the manufacturer incorporates glass beads for immediate and continuing retroreflection.

Ensure the size, quality, and refractive index of the glass beads are such that the beads perform in accordance with Subsection711.02.K, "Reflectance" of this provision. Provide bead adhesion so beads are not easily removed when scratching the material surface with a thumbnail.

J. Pigmentation

Thoroughly blend color pigments to provide a pavement marking film that maintains uniform color under both day and night lighting conditions throughout the expected life of the film. Provide white pavement marking film similar to Federal Standard Color No. 595-17886. Provide yellow pavement marking film similar to Federal Standard Color No. 595-13538.

K. Reflectance

Provide white and yellow films with an initial retroreflectance value using a 30m geometry, measured in accordance with the ASTM E1710. Ensure the specific luminance is measured in millicandelas per square foot-candle (mcd/ft2/fc) or millicandelas per square meter per lux [mcd/m /lux].2

Submit samples from the manufacturer of each color (white and yellow) of the product. Provide certification and/or independent lab test results for each sample which verifies that each product conforms to the requirements of these provisions, and is evaluated by AASHTO Product Evaluation & Audit Solutions (formerly NTPEP).

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711-3(c-h)19

Table 711:1 White and Yellow Film Reflective Properties

Property White Yellow

Entrance Angle 88.76E ± 0.02E 88.76E ± 0.02E

Observation angle 1.05E 1.05E

Specific Luminance mcd/ft /fc [mcd/m /lux]2 2 450 300

L. Effective Performance Life

Provide a film that leaves a neat, durable marking that will not flow or distort due to temperature if the pavement surface remains stable. Ensure the Department, another state Department of Transportation, or AASHTO Product Evaluation & Audit Solutions (formerly NTPEP) qualifies the tape using a performance test of at least 24 months. Provide a pliant polymer that supplies a cushioned, resilient substrate that reduces bead crushing and loss. Provide weather resistant film that does not fade, lift, tear, roll back, or shrink throughout the marking life.

(Add the following:)

711.03 NON-REMOVABLE TEMPORARY PAVEMENT MARKING TAPE

A. General

Provide material that has been approved by the Department and is currently listed on the Department's Approved Products List (APL). Supply the Engineer with a copy of all material certifications, product approval, and any other documents requested by the engineer prior to product installation. Additionally, all products may be tested by AASHTO Product Evaluation & Audit Solutions (formerly NTPEP).

(Add the following:)

711.04 REMOVABLE PAVEMENT MARKING TAPE

A. General

Provide material that has been approved by the Department and is currently listed on the Department's Approved Products List (APL). Supply the Engineer a copy of all material certifications, product approval, and any other documents requested by the Engineer prior to product installation.

Additionally, all products may be tested by AASHTO Product Evaluation & Audit Solutions (formerly

NTPEP).

(Replace with the following:)

711.05 GLASS BEADS FOR TRAFFIC STRIPE

A. Glass Beads for Traffic Stripe Paint

Provide glass beads for traffic stripe paint in accordance with AASHTO M247, Type II. Supply beads with a moisture-resistant coating.

PAGE 24 OF 54PROPOSAL ID : 260142

711-3(d-h)19

If blended glass beads for traffic stripe paint are used, provide a one-quart sample to the Department's Materials Division prior to installation, along with material certifications, product specifications, and a camsizer calibration for the testing/checking of the beads for conformity to the manufacture specifications. Additionally, ensure all blended beads meet, or exceed, all other requirements stated in this section.

B. Glass Beads for Traffic Stripe Thermoplastic or Plural Component

Provide drop-on glass beads in accordance with the following:

(1) Appearance

Provide colorless, clean and transparent glass traffic beads that are free of milkiness, excessive air bubbles, skins, and foreign material.

(2) Moisture

Provide glass traffic beads with no greater than 25 percent moisture by weight.

(3) Refractive Index

Provide glass traffic beads with a refractive index of at least 1.5 when tested by the liquid immersion method at 77°F.

(4) Shape

Provide spherically shaped glass traffic beads free of sharp, angular edges. Ensure the beads are free of scars and scratches.

(5) Static Charge

Provide glass traffic beads that do not create static electricity when flowing through a regular traffic bead dispenser.

(6) Gradation

Provide Standard Glass Beads for thermoplastic or plural-component with a gradation in accordance with AASHTO M 247, Type I or Type II.

Provide Large Glass Beads for thermoplastic or plural-component with a gradation in accordance with AASHTO M 247, Type III or Type IV.

If blended glass beads for thermoplastic or plural-component are to be utilized, provide a one-quart sample to the Department's Materials Division prior to installation, along with material certifications, product specifications, and a camsizer calibration for the testing/checking of the beads for conformity to supplied manufacture specification. Additionally, ensure all blended beads meet, or exceed, all other requirements stated in this section.

(7) Roundness

Provide glass beads that meet the roundness requirements of AASHTO M 247. The manufacturer will provide a Type A certification for roundness with each shipment of beads.

(8) Coatings

Provide standard and large glass beads with an adhesion coating to promote adhesion in thermoplastic pavement marking material in accordance with the thermoplastic material manufacture.

PAGE 25 OF 54PROPOSAL ID : 260142

711-3(e-h)19

Provide blended glass beads with an adhesion coating to promote adhesion in the thermoplastic pavement marking material in accordance with the thermoplastic material manufacture.

Provide standard and large glass beads with an adhesion coating to promote adhesion in the plural-component pavement marking material to be utilized on the project, and the coating shall be in accordance with plural-component manufacture.

Provide blended glass beads with an adhesion coating to promote adhesion in the plural-component pavement marking material in accordance with the plural-component material manufacture.

Supply standard glass beads in accordance with AASHTO M 247, Type I or Type II, with a moisture-resistant coating to prevent clumping.

(Replace with the following:)

711.06 TRAFFIC STRIPE PAINT-ACRYLIC WATERBORNE

Directly apply waterborne white and yellow traffic paint on AC or PCC surfaces or existing traffic stripe composed of solvent-based paint, waterborne paint, thermoplastic, or plural-component compounds. Apply with spray equipment, at application temperatures from 50°F to 150°F. Provide paint that receives and holds glass beads to produce retro-reflectorized traffic markings.

Provide material that has been approved by the Department and is currently listed on the Department's Approved Products List (APL). The contractor is to supply the engineer a copy of all material certifications, product approval, and any other documents requested by the engineer prior to product installation.

Ensure the Department, another state Department of Transportation, or AASHTO Product Evaluation & Audit Solutions (formerly NTPEP) have evaluated the material using a performance test of at least 12 months.

If the formula of the material is changed, the manufacture must resubmit for approval.

A. Materials

Provide paint free of lead and chromium with a limited quantity of volatile organic compounds (VOC). Provides materials in original containers with original labels.

B. General

The Resident Engineer must approve alternative materials before manufacture.

C. Pigment

(1) Titanium Dioxide

Provide titanium dioxide in accordance with ASTM D476, Type II, Rutile.

(2) Pigment Yellow 65

Provide Yellow 65 pigment from Hoechst Celanese, Engelhard, Sun Chemical, or an equivalent approved by the Resident Engineer.

(3) Calcium Carbonate

Provide calcium carbonate in accordance with the ASTM D1199, Type GC, Grade I, with at least 95 percent calcium carbonate and Type PC with at least 98 percent calcium carbonate.

PAGE 26 OF 54PROPOSAL ID : 260142

711-3(f-h)19

D. Vehicle

(1) Acrylic Emulsion Polymer

Provide Rohm and Haas HD-21, Dow DT400, or an equivalent approved by the Resident Engineer. Ensure the nonvolatile portion of the vehicle is composed of a 100 percent acrylic polymer and is at least 44 percent by weight.

(2) Methyl Alcohol

Provide methyl alcohol in accordance with ASTM D1152.

(3) Water

Provide potable water.

E. Mixed Paint

Strain the paint before filling with a screen no coarser than No. 40 mesh or a sieve meeting the Resident Engineer's approval.

Provide finished paint with no greater than 1.25 lb of VOC per gallon of total non- volatile paint, in accordance with ASTM D3960.

(1) Color

Provide white paint that dries to a flat white color, is free of tint, has opacity and visibility in both day and artificial light, and closely matches Color Chip 37925 of Federal Standard 559b.

Provide yellow paint that closely matches Color Chip 33538 of Federal Standard 595b and is within 6 percent of the PR 1 chart central color when read over the black portion of a 2A Leneta Chart.

(2) Flexibility

Provide paint that is flexible and will not crack or flake if tested in accordance with Federal Specification TT-P-1952B.

(3) Water Resistance

Provide water resistant paint in accordance with Federal Specification TT-P-1952B. Ensure the paint does not blister, lose adhesion, soften, or deteriorate after the examination.

(4) Freeze-Thaw Stability

Provide freeze-thaw stable paint that does not coagulate, discolor, or change in viscosity greater than 10 KU if tested in accordance with Federal Specification TT-P-1952B.

(5) Heat Stability

Provide heat stable paint that does not coagulate, discolor, or change in viscosity greater than 10 KU if tested in accordance with Federal Specification TT-P-1952B.

(6) Dilution Test

Provide paint that can be diluted with water without curdling or precipitation so that wet paint can be cleaned with water.

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711-3(g-h)19

(7) Storage Stability

Provide paint that will not cake, skin, liver, curdle, or hard settle after 30 days in a closed container filled three-quarter full. Ensure the paint can be remixed to a smooth, homogeneous state.

Ensure the viscosity does not differ from the original sample by greater than 5 KU.

Ensure the pigment will not settle or cake. Provide paint that will not skin, thicken, spoil, or change in consistency after nine months in storage from the packaging date.

Provide paint that can be re-dispersed with a paddle to a smooth, homogeneous condition.

(8) Contrast Ratio

Provide paint with a black/white contrast ratio of at least 0.96 when tested in accordance with ASTM D2805, and if applied at a wet film thickness of 15 mil on a 2A Leneta Chart, or equivalent, and air dried for 24 hr. The Department defines the contrast ratio as black over white.

(9) Reflectance

Ensure the daylight directional reflectance is at least 84 percent for white paint and at least 50 percent for yellow paint of a 15 mil wet film applied to a 2A Leneta Chart, or an equivalent. After drying for 24 hr, use a Colorimeter and ASTM E1349 to measure the reflectance of the paint over the black portion of the chart.

(10) Bleeding

Provide paint with a bleeding ratio of at least 0.97 if tested in accordance with Federal Specifications TT-P-1952B. Provide asphalt-saturated felt in accordance with ASTM D226, Type I.

(11) Abrasion Resistance

Provide at least 50 gal [190 L] of sand to remove paint film if tested in accordance with Federal Specification TT-P-1952B.

(12) No-Tracking Time Field Test

Dry the paint to a non-tracking condition in no greater than 3 min if applied at 17 mil ±1 mil wet film thickness plus 45 lb/ft³ of glass beads at the specified application temperature. The Department defines "no tracking" as the period when the line dries so a vehicle can run over the line at 40 mph without tracking the reflectorized line when viewed from 50 ft away.

(13) Dry Through Time

Apply the paint to a non-absorbent substrate at a wet film thickness from 17 mil ±1 mil. Place the paint in a humidity chamber controlled 90 ±5 percent relative humidity and from 72.5°F ±2.5°F.

Determine the dry-through time in accordance with ASTM D1640, except that the pressure exerted is the minimum amount to maintain contact with the thumb and film.

(Add the following:)

711.07 LONG LINE PAVEMENT MARKING

Provide the appropriate long line pavement marking material for various surfaces in accordance with Table 711:7, which defines the materials to be used for long line pavement markings in specific traffic volume

PAGE 28 OF 54PROPOSAL ID : 260142

711-3(h-h)19 thresholds, facility types, and pavement surface types.

Table 711:7 Long Line Pavement Marking Material Selection

Surface Type

Facility Type

AADT

< 8,000 8,000 - 40,000 > 40,000

Portland Cement Concrete (PCC)

Conventional Highway

Plural-Component* Paint

Plural-Component* Plural-Component

(Fast Set)**

Interstate & Controlled Access

Highways Plural-Component* Plural-Component*

Plural-Component (Fast Set)**

Asphalt (Superpave)

Conventional Highway

Thermoplastic Plural-Component*

Paint

Thermoplastic Plural-Component*

Paint

Thermoplastic Plural-Component

(Fast Set)**

Interstate & Controlled Access

Highways

Thermoplastic Plural-Component*

Thermoplastic Plural-Component*

Thermoplastic Plural-Component

(Fast Set)**

Chip Seal/Open- Graded Friction

Course/Permeable Friction

Course/Ultrathin/Stone Matrix Asphalt

Conventional Highway

Thermoplastic Paint

Thermoplastic Paint

Thermoplastic

Interstate & Controlled Access

Highways Thermoplastic Thermoplastic Thermoplastic

*All varieties of Plural-Component pavement markings include the following but not limited to various varieties of both fast setting and slow setting hybridized epoxies, modified urethanes/polyacrylates, methylmethacrylate (MMA), polyurea, or any other applicable plural-component material approved by the Department.

**Only fast set varieties of plural-component markings including materials that have a no-track time of under 20 minutes.

PAGE 29 OF 54PROPOSAL ID : 260142

856-3(a-j) 19 3-27-25

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

TRAFFIC STRIPE (PLURAL-COMPONENT)

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

(Add the following:)

856.01 DESCRIPTION

This work consists of providing and placing reflectorized and non-reflectorized plural-component pavement markings on asphalt concrete (AC) and portland cement concrete (PCC) pavement surfaces.

Plural-component pavement markings includes multiple varieties of both fast setting and slow setting hybridized epoxies, modified urethanes/polyacrylates, methylmethacrylates (MMA), polyurea, or any other applicable plural-component materials approved by the Department.

856.02 MATERIALS

A. Physical Properties of the Mixed Compound

Provide a plural-component material that contains a homogeneous blend of liquid resins, pigments, and fillers and is also free of lead and other toxic heavy metals.

When heating to the application temperature, ensure the material does not emit toxic fumes.

Formulate and test the materials to ensure performance as a pavement marking material with glass beads applied to the surface.

Provide materials that are currently listed on the Department's Approved Products List (APL). Prior to product installation, supply the Engineer with a copy of all material certifications, product approval documentation, and any other documents requested by the Engineer.

Ensure the material has been evaluated by the Department, or another state Department of Transportation, using a performance test of at least 12 months. Alternatively, all products may be tested by AASHTO Product Evaluation & Audit Solution (formerly NTPEP). If the formula of the material is changed, the manufacturer must resubmit documentation for reapproval.

(1) Color

Provide material that complies with the requirements of ASTM D6628. Provide material that complies with the following minimum Daylight Reflectance Values at 45 degrees for white and 0 degrees for yellow:

• 75 % minimum for white

• 45 % minimum for yellow

(2) Hardness

Provide material with a minimum Shore D hardness of 75.

(3) Bond Strength of Concrete

Provide material that when catalyzed, has such a high degree of adhesion to the specified concrete surface that there is a 100% concrete failure. Apply the material at a film thickness of 0.01

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856-3(b-j) 19

± 0.001 inch to concrete, with a minimum compressive strength of 4000 psi. Allow the material to cure for 72 hours at 77EF before performing the test in accordance with AASHTO T237.

(4) Yellowness Index

Ensure the value after 72 hours in QUV is a maximum of 30 when tested at 0.01 ± 0.001 inch and after allowing 72 hours to cure. This is applicable to white markings only, and should be tested in accordance with ASTM E313.

(5) Drop on Glass Beads

Provide glass beads in accordance with Special Provision 711-3, Subsection 711.05.B, "Glass Beads for Traffic Stripe Thermoplastic or Plural Component." Provide a material certification from the glass bead manufacturer to the Engineer, for any glass beads prior to installation, including a document verifying that the provided glass have the appropriate coating for the plural-component material being installed. Additionally, provide a camsizer calibration for blended beads in addition to the material certification.

Provide a sample of all types of glass beads being utilized to the Engineer prior to installation.

Test the glass beads in accordance with AASHTO T346 in order to verify that the material meets the certification provided by the manufacture. Install beads in accordance with Subsection 856.04.C(2) of this provision.

(6) Non-Reflectorized Contrast or Shadow Markings

Install non-reflectorized contrast or shadow markings on all portland cement concrete (PCC) pavement surfaces, regardless of the length. Ensure the marking material used for the contrast or shadow marking conforms to the same formulation, material, and pre-approved sampling requirements, except for the following items: color pigments used, color requirements listed, and anti-skid material. Install anti-skid material in accordance with Subsection 856.04.C(2) of this provision.

(7) Sampling and Certification

Submit a Type D certification to the Engineer for each batch of stripe used on every project. The Engineer may require a one (1) quart sample of both the plural-component resin, as well as a one (1) quart sample of the material hardener to be submitted to the Department's Materials Division. This is for testing purposes of the material as well as to ensure the product is present on the Approved Products List (APL).

If the manufacturer makes any formulation changes to the plural-component striping material, ensure the manufacturer submits a written explanation of the changes to the formulation, the new physical and chemical properties for the resin, and a new safety data sheet (SDS) for the stripe to the Department's Traffic Engineering Division. The material will be re-evaluated, re-approval, and relisted on the APL at least thirty (30) days prior to its use.

(8) Other Available Colors

If a plural-component material is utilized on a project that is of a color other than white, yellow, or black, install this material per the project plans. It is preferred that Methylmethacrylate (MMA) plural-component material be used in these cases.

856.03 EQUIPMENT

Use equipment that sprays the plural-component materials in the manufacturer recommended proportions. Mount the equipment on a truck capable of applying uniformly dimensioned markings as required by the Contract.

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856-3(c-j) 19

Provide equipment with an automatic bead dispenser that also continuously mixes and agitates the pavement marking material.

Provide equipment capable of placing at least 40,000 ft of the following types of markings per day to the alignment, spacing, and thickness shown on the Plans:

•…