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 260148

CALL ORDER 130

TO BE LET ON

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

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

MCCLAIN COUNTY

STATE AID PROJECT

RESURFACE (ASPHALT)

SH-24: FROM 3.0 MILES NORTH OF THE SH-39 JUNCTION, EXTEND EAST AND NORTH

NEAR WASHINGTON.

PROJECT LENGTH = 1.97 MILES

SSR-244C(129)SR, 38399(04)

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 30 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON THURSDAY, APRIL 23, 2026 AT 7:28 AM.

CREATED: 4/23/2026 7:28 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: 130 SSR-244C(129)SR SH-24 MCCLAIN JP No.38399(04)

RESURFACE (ASPHALT)

SH-24: FROM 3.0 MILES NORTH OF THE SH-39 JUNCTION, EXTEND EAST AND NORTH

NEAR WASHINGTON.

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

PAGE 1 OF 71PROPOSAL ID : 260148

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

CONTRACT TIME

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 30 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 71PROPOSAL ID : 260148

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

SHEET 1 OF 2

LINE ITEM DESCRIPTION APPROX. QTY UNIT PRICE BID AMOUNT

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0001 ROADWAY

0010 202(D)2500

UNCLASSIFIED BORROW

216.000 CY

0020 209 9100

MACHINE GRADING

4,341.000 LF

0030 407(B)7300

TACK COAT

4,996.000 GAL

0040 411(D)1530

SUPERPAVE, TYPE S5(PG 64-22 OK)

3,797.000 TON

0050 412 3100

COLD MILLING PAVEMENT

20,624.000 SY

SECTION 0001 SUB TOTAL

SECTION 0002 TRAFFIC

0060 413(A)4210

RUMBLE STRIP-CENTERLINE HMA-CON

4,705.000 LF

0070 413(B)4310

RUMBLE STRIP-METHOD HMA-CYC

9,410.000 LF

0080 856(A)8207

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(6" WIDE)

43,576.000 LF

0090 856(A)8211

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(8" WIDE)

1,650.000 LF

0100 856(A)8215

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(12" WIDE)

300.000 LF

0110 856(A)8219

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(24" WIDE)

136.000 LF

0120 856(B)8311

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(SYMBOLS)

3.000 EA

0130 857(E)9620

(PL)CONST.ZONE PAV.MKRS(FLEX

TAB)TYP.2-1

1,374.000 EA

PAGE 3 OF 71PROPOSAL ID : 260148

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

SHEET 2 OF 2

LINE ITEM DESCRIPTION APPROX. QTY UNIT PRICE BID AMOUNT

UNITS DOLLARS CTS DOLLARS CTS

0140 858(A)0228

PAVE.MARKERS CLASS A TYPE 2-D

138.000 EA

0150 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

851.000 SD

0160 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

592.000 SD

0170 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

1,336.000 SD

0180 880(E)6607

WARNING LIGHTS(TYPE B)

481.000 SD

0190 880(I)7000

FLAGGER

30.000 SD

0200 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

132.000 SD

SECTION 0002 SUB TOTAL

SECTION 0003 CONSTRUCTION

0210 641 2110

MOBILIZATION

1.000 LSUM

SECTION 0003 SUB TOTAL

TOTAL

PAGE 4 OF 71PROPOSAL ID : 260148

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) : SSR-244C(129)SR, 38399(04)

MCCLAIN 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 411-025(a)19 HOT MIX ASPHALT/WARM MIX ASPHALT 430-2QA(a-j)19 PAVEMENT AND BRIDGE DECK SMOOTHNESS 430-4QA(a-j)19 PAVEMENT AND BRIDGE DECK SMOOTHNESS USING IRI 441-001(a-c)19 ELECTRONIC TICKETING FOR BITUMINOUS MATERIALS 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 5 OF 71PROPOSAL ID : 260148

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 6 OF 71PROPOSAL ID : 260148

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 7 OF 71PROPOSAL ID : 260148

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 8 OF 71PROPOSAL ID : 260148

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 9 OF 71PROPOSAL ID : 260148

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 10 OF 71PROPOSAL ID : 260148

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 11 OF 71PROPOSAL ID : 260148

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 12 OF 71PROPOSAL ID : 260148

108-81(a) 19

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 13 OF 71PROPOSAL ID : 260148

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 14 OF 71PROPOSAL ID : 260148

411-25(a) 19 7-8-22

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

HOT MIX ASPHALT/WARM MIX ASPHALT

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

411.04 CONSTRUCTION METHODS

N. Mix Properties

(2) Acceptance

(b) Resident Engineer’s Acceptance Procedures (Revise equation in Table 411:4, “Average of Deviation from Target (without regard to sign)” as follows):

Table 411:4 Acceptance Schedule

Characteristics 1 Test Pay Factor

Average of Deviations from Target (without regard to sign)

Air Void (Lab Molded Samples) a

Target (Superpave, SMA) = 4% Target (RBL) = 2% Target (RIL) = 3%

0.00 - 1.50 1.00

1.51 - 2.50 -0.16x + 0.24x + 1.002

> 2.50 Unacceptable b

a. X is the average of deviations.

b. Unless otherwise directed by the Engineer, remove and replace unacceptable lots at no additional cost to the Department.

PAGE 15 OF 71PROPOSAL ID : 260148

430-2QA(a-j) 19

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

PAVEMENT AND BRIDGE DECK SMOOTHNESS

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

430.01 DESCRIPTION

This section establishes procedures for determining acceptability and pay adjustments as they relate to smoothness requirements of pavements and bridge decks. The equipment and testing applicable to this section shall be provided and/or operated by the party or parties specified in Appendix A of this provision.

Except as noted herein, these special provisions apply to all types of Portland cement and asphalt concrete pavements, as well as bridge decks constructed as part of this contract, or as specified on the plans.

430.03 EQUIPMENT AND PERSONNEL

Provide an approved profiler as described below. Ensure the equipment is certified by the Oklahoma Highway Construction Materials Technician Certification Board, and is capable of running on Portland cement pavements having a compressive strength of 2,500 psi without causing any damage to the pavement.

A. Profilograph

(1) California Profilograph

Use a California profilograph supported on multiple wheels arranged in a staggered pattern so that no two wheels cross the same bump simultaneously and without a common axle. Mount the strip chart recorder on a lightweight frame 25 ft long. Measure the relative smoothness of the pavement or bridge deck by recording the vertical movement of a sensing wheel at least 6" in diameter attached to the midpoint of the frame. Record the graphical traces of the profilogram on a 1" to 1" scale for the vertical motion of the sensing wheel. Ensure the profilogram is driven by the chart drive on a scale of 1" of chart paper equal to 25 ft of longitudinal movement of the profilograph.

(2) Light Weight Profilometer

Provide lightweight profilometer equipment meeting the following requirements:

(a) Mounted on a lightweight, motorized vehicle such as an all-terrain vehicle, golf car, or other Engineer-approved vehicle,

(b) Capable of running on concrete that has not achieved its design strength without causing damage,

(c) Contains an onboard, precision accelerometer that measures movement of the light weight profilometer, PAGE 16 OF 71PROPOSAL ID : 260148

430-2QA(b-j) 19

(d) Contains an infrared or laser type non-contact vertical distance sensor mounted on the vehicle,

(e) Measures and provides the information as specified in subsection 430.04.B, “Evaluation,” and

(f) Measures the road profile in accordance with ASTM E950-98, Class I.

(3) High Speed Profilometer

Provide high speed profilometer equipment meeting the requirements of AASHTO M 328-14 Standard Equipment Specification for Inertial Profiler.

B. Calibration

Calibrate the profilograph or profilometer within the following limits:

C Horizontal measurements shall be within ±5 feet per 1,000 feet of distance tested.

C Vertical measurements shall be the same as those of the calibration blocks measured.

Submit a profilograph or profilometer calibration report to the Engineer after every calibration using the appropriate form provided by the Engineer. Calibrate the profilograph or profilometer the day of the testing prior to collecting the smoothness data. Repeat the calibration as directed by the Engineer.

C. Provision and Operation of the Profilograph/Profilometer

If specified, provide a profilograph or profilometer operator, certified by the Oklahoma Highway Construction Materials Technician Certification Board, to perform profilograph or profilometer measurements, and to interpret and analyze the produced profilograms.

430.04 CONSTRUCTION METHODS

A. Surface Testing

Notify the Engineer by phone 24 hours before performing any surface testing. If the Engineer is unable to be reached by phone, notify the Engineer in writing by email. Surface testing performed without proper notification or coordination with the Engineer will not be accepted.

Provide traffic control for smoothness measurements regardless of the provider or operator of the equipment. If specified, use an acceptable and approved profilograph or profilometer to measure pavement smoothness. Collect profilometer readings or profilograph traces beginning at a location 25 ft prior to the beginning point of a project, including any exception areas, and through all bridges and changes in the pavement types to a location 25 ft beyond the ending point of a project, including any exception areas. The surface will be tested as soon as possible after the completion of the work.

If milling is not required for overlay projects, the surface will be tested immediately before construction and as soon as possible after completion of the work to determine the percent reduction in the profile index in accordance with Table 430:2. However, the Contractor may request in writing the elimination of the before construction testing requirement. Elimination of such testing will also eliminate the Contractor’s option of using Table 430:2 for pay purposes.

PAGE 17 OF 71PROPOSAL ID : 260148

430-2QA(c-j) 19

For full depth asphalt pavement, test the next to last lift and perform any corrective action on bumps and dips in accordance with subsection 425.04.A(1) prior to placing the final lift. Test the final lift to determine the pay adjustment.

For concrete pavement where a longitudinal construction joint is within 6 inches of the wheel path, provide an additional test along the joint for the purpose of determining corrective action. The pay adjustment will be based on the test within the wheel path.

The Engineer will include smoothness deviations at construction and expansion joints when calculating the profile index and when identifying bumps.

Remove objects and foreign material on the surface before testing. Remove any protective covers before testing. Properly replace protective covers after testing. While testing for smoothness, produce a final trace. Produce a second trace for segments on which allowable surface corrections have been made. The second trace must contain a minimum of 50 feet on either end of the corrected area and it must have the correct stationing.

Propel the profilograph at a speed no greater than 3 mph. Gather data at lower speeds if the pavement or bridge deck is rough or profilograms are not being produced clearly.

Operate the profilometer at a constant speed as recommended by the manufacturer, but no greater than 20 mph for a light-weight profilometer.

The testing sequence of the pavement or bridge deck to be tested will be one pass per driving lane in the wheel path farthest from the edge of a pavement or bridge deck. The profilograph/profilometer must be within the planned driving lane when making a pass.

Provide the profilogram evaluations to the Department, including at a minimum:

• Company name,

• Operator name,

• Federal/state project number,

• Job piece number,

• Route number/name,

• Lane description (NB, SB, EB, WB)

• Lane location (left, center, right)

• Pass description (1 , 2 , etc.)st nd

• Correct time and date,

• The electronic files from which the profilograms were derived, and

• An evaluation summary extended to include pay adjustments per segment and totaled, in spread sheet format, within 14 days after the final trace is run.

A continuous graphical trace may consist of a single trace or multiple traces including the minimum overlap, and may be submitted as an electronic file to the Engineer.

PAGE 18 OF 71PROPOSAL ID : 260148

430-2QA(d-j) 19

Take additional profiles only to define the limits of an out-of-tolerance surface variation. The Department reserves the right to verify the testing, the evaluation, or both. The Department’s test results will be considered final. If the Contractor’s test results contain significant errors, the Department may assess the cost of the verification efforts.

B. Evaluation

For pay adjustment purposes, evaluation of the surface testing results will be limited to the following specifications:

(1) Profile Index

The Department defines an “extent” as a segment of driving lane of pavement or bridge deck 528 ft long or the entire length of bridge, including approach slabs, whichever is less. Use ProVAL or other ODOT approved computerized profilogram reduction system to calculate a profile index for an extent. Other computerized profilogram reduction systems must be submitted in writing to the Resident Engineer for approval. Calculate the index by summing the vertical deviations using a zero blanking band (0.2 for bridge decks) as indicated on the profile trace. The Engineer may require additional field surveys to establish bump locations. Convert the measurements from inches into inch per mile. When the quantity represented is less than a full extent in length, the Contractor may combine the quantity with an adjacent full extent or treat it as a separate extent.

(2) Bumps

Bumps will appear as high points on the profile trace and correspond to high points on the pavement or bridge deck surfaces. The Department defines unacceptable bumps as bumps with vertical deviations greater than 0.60 in, without using a blanking band, in a 25 ft span.

(3) Exceptions

The following areas will be considered as exceptions:

• Shoulders,

• Ramps,

• Two-way, left turn lanes,

• Acceleration, deceleration, climbing, and turn lanes less than 528 ft,

• Tapered transitions associated with shoulders, ramps, acceleration, deceleration, climbing and turn lanes,

• Pavement with horizontal centerline curves with radii less than 1,000 ft and the super elevation transitions of these curves,

• In overlays only, areas in roadway within a 10 ft radius of existing inlets, street returns, and utility covers (this exception does not apply to full depth pavements), and

• Pavement areas requiring handwork (this exception does not apply to areas placed by hand for the Contractor's convenience).

These exception areas will not require testing for smoothness, however the requirements for tolerances defined in subsection 401.04 of the Standard Specifications will remain in effect. For the

PAGE 19 OF 71PROPOSAL ID : 260148

430-2QA(e-j) 19 above exceptions, the profile index, calculations and associated adjustments specified in this special provision will not apply.

(4) Special Evaluation Requirements

The Engineer will evaluate bridge approach slabs in accordance with bridge deck smoothness requirements. There will be no exceptions made for any portion of bridge decks or approach slabs.

The profile measurements for the entire length of the bridge deck and approach slabs will be used for the determination of the pay adjustments.

The Engineer will exclude the following from the profile index calculation used for determining pay adjustments for new pavements and overlays:

• For a secondary street, the 25 ft that ties into an existing primary street as determined by the Engineer,

• The 25 ft that ties into existing bridges or approach slabs (this does not apply to new bridge construction), and

• The 25 ft at the beginning and ending stations of the project (this does not apply to multiple adjoining projects in a single contract)

These excluded areas will be tested for smoothness, and the requirements for mandatory correction of bumps as defined in this special provision and tolerances defined in subsection 401.04 of the Standard Specifications will remain in effect. Such corrections (including grinding) will not affect pay adjustments of individual extents or a possible incentive for overall smoothness.

C. Surface Correction

Ensure all ground surfaces exhibit good workmanship and are neat in appearance. Ensure all ground final surfaces are in accordance with subsection 425.04.A.(1) of the Standard Specifications. Fog seal the surfaces of ground asphalt pavements. Cores for thickness determination, as applicable, will be taken subsequent to all corrective work. Perform all corrective actions, including identifying locations needing correction, and all work associated with the correction, at no additional cost to the Department.

Grind the concrete in the vicinity of the joint as part of the corrective process when correcting bridge decks and approach slabs. Do not grind metal expansion joints. Do not reduce the concrete cover over reinforcing steel to less than 2 inches. Retexture the surfaces of corrected areas in accordance with subsection 504.04.G of the Standard Specifications.

(1) Pavements

Unless otherwise permitted in writing by the Engineer, correct all new pavement surfaces to acceptable limits as specified below:

• Reduce pavement extents having indices in excess of acceptable limits in Table 430:1 (greater than 46.9 in/mi), not including areas defined in subsection 430.04.B.(3) “Exception” or 430.04.B.(4) “Special Evaluation Requirements,” to a Profile Index of 35.0 in/mi or less.

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• Reduce surfaces having individual bumps in excess of 0.60 inch in a 25 foot span, including any areas defined as “Exception” (subsection 430.04.B.(3)) or “Special Evaluation Requirements” (subsection 430.04.B.(4)), to a Profile Index below 0.60 inch in 25 foot span.

• When an unacceptable pavement extent or bump is permitted to be excluded from correction in writing by the Engineer, the location will be considered a “ground area” for the purposes of incentive determination in accordance with 430.06 “BASIS OF PAYMENT” of this provision.

(2) Bridge Decks and Approach Slabs

Unless otherwise permitted in writing by the Engineer, correct all new bridge decks and approach slabs to acceptable limits as specified below:

• Reduce extent of bridge decks and approach slabs having indices in excess of acceptable limits in Table 430:3 Class I to a Profile Index of 36.0 in/mi or less, or Table 430:3 Class II to a Profile Index of 40.0 in/mi or less as applicable.

• Reduce surfaces having individual bumps in excess of 0.60 inch in a 25 foot span to a Profile Index below 0.60 inch in 25 foot span.

430.06 BASIS OF PAYMENT

There will be no separate payment for providing and/or operating a profilograph or profilometer. Include such costs, and any other costs related to smoothness measurements or evaluations, in the price for Contractor's Quality Control when the proposal contains a pay item for quality control and acceptance.

Otherwise include such costs in the prices of other items.

Failure to provide the information listed in subsection 430.04.A for profilogram evaluations will result in a $500 pay deduction per instance to be applied on the pay adjustment.

The pay adjustments shown in the following tables are for extents of 528 feet in length. Pay adjustments for extents of different lengths will be reduced or increased proportionally. (i.e. adjustment for a 792 feet extent is equal to the pay adjustment from the Table multiplied by 1.5).

The pay adjustments shown in the following tables are for extents of 12 feet in width. Pay adjustments will not be made for extents of different widths.

A. Pay Adjustment for Pavements

The Department will base pay adjustments for smoothness of pavements on the initial profile indices determined before corrective actions.

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The Department will base smoothness pay adjustments for pavement sections removed and replaced or overlaid as approved by the Engineer on the profile indices determined after the corrective actions, but before grinding. The Department will not increase pay for pavements with grinding.

The smoothness pay adjustment will be determined for each extent in accordance with Table 430:1 or, when applicable, Table 430:2. In the event that the pay adjustment from Table 430:2 results in less pay than that established by using Table 430:1, the adjustment will be derived from Table 430:1.

Table 430:1

SMOOTHNESS PAY ADJUSTMENTS

Pavements

Profile Index (in/mi) 2

(greater than 45 mph) Adjustment 1

($ / Extent) Profile Index (in/mi) 2

(45 mph or less and ramps) Adjustment 1

($ / Extent)

15.0 or less 1,250 19.0 or less 1,250

15.1 to 25.0 3,125 - 125x 19.1 to 29.0 3,625 - 125x

25.1 to 35.0 0 29.1 to 39.0 0

35.1 to 41.0 14,000 - 400x 39.1 to 45.0 15,600 - 400x

41.1 to 46.9 32,450 - 850x 45.1 to 50.9 35,850 - 850x

47.0 or more -7,500 51.0 or more -7,500 3 4

Where “x” is the profile index (in/mi.)

These pay adjustments are for 10" thick asphalt and 8" thick P.C. concrete pavements. Pay1 adjustments for pavements or overlays of different thicknesses will be reduced or increased proportionally, based on the typical section for the extent. (i.e. pay adjustment for a 12" P.C.

concrete pavement is equal to the adjustment from the Table multiplied by 1.5).

Except as noted in subsection 430.04.B.(4) pay adjustments for roadways (including ramps and2 service roads) will be based on posted speed limits.

Correct pavement extents with profile indices greater than 46.9 in/mi to 35.0 in/mi or less at no3 additional expense to the Department. The required correction will not increase payment unless deficient sections are removed or overlaid. Failure to correct to 35.0 in/mi will result in zero payment for the affected extents.

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Correct pavement extents with profile indices greater than 50.9 in/mi to 39.0 in/mi or less at no4 additional expense to the Department. The required correction will not increase payment unless deficient sections are removed or overlaid. Failure to correct to 39.0 in/mi will result in zero payment for the affected extents.

TABLE 430:2

SMOOTHNESS PAY ADJUSTMENTS

Overlays - No Milling Required

Total Nominal Thickness > 1.5 inches

Reduction in Profile Index (%) Adjustment ($ / Extent) 1

90.0 or more 140

90.0 through 60.0 10x - 760

60.0 through 50.0 40x - 2,560

Less than 50.0 Unacceptable

Total Nominal Thickness # 1.5 inches

Reduction in Profile Index (%) Adjustment ($ / Extent) 1

85.0 or more 140

85.0 through 55.0 10x - 710

55.0 through 45.0 40x - 2,360

Less than 45.0 Unacceptable

Where “x” is the reduction in the Profile Index (%)

The above adjustments are for 1" thick asphalt or concrete overlays. Adjustments for overlays of1 different thicknesses will be reduced or increased proportionally, based on the typical section for the extent (i.e. adjustment for a 2" overlay is equal to the adjustment from the Table multiplied by 2).

B. Pay Adjustments for Bridge Decks and Approach Slabs

For those sections corrected or ground in a manner approved by the Engineer pay adjustments for smoothness of bridge decks will be based on the profile indices determined after corrective actions. Pay for a bridge deck or approach slab extent that is corrected or ground for any reason will be limited to a maximum of full pay, including extents whose profile indices would otherwise justify incentive pay.

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For projects with multiple bridges, the bridges will be evaluated independently. Corrective action on any bridge will not affect the pay adjustment on any other bridge.

The smoothness pay adjustments will be determined for each extent in accordance with Table 430:3.

TABLE 430:3

SMOOTHNESS PAY ADJUSTMENTS

Bridge Decks and Approach Slabs

CLASS I

Profile Index (in/mi) Adjustment ($ / Extent) 1,3

6 or less 7,500

6.1 through 24 10,500 - 500x

24.1 through 36 55,500 - 2,375x

More than 36 Unacceptable 2

CLASS II

10 or less 7,500

10.1 through 24 12,850 - 535x

24.1 through 40 45,010 - 1,875x

More than 40 Unacceptable 2

Where “x” is the profile index (in/mi.)

These adjustments for the bridge decks and approach slabs are independent of thickness of the bridge1 deck.

Failure to correct to maximum acceptable profile index will result in zero payment for the affected2 extents.

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APPENDIX A

SMOOTHNESS SPECIFICATION INFORMATION SHEET

FOR

SSR-244C(129)SR, JP NO. 38399(04), MCCLAIN COUNTY

Equipment -

The profilograph/profilometer is to be provided by the (select one):

~ DEPARTMENT : CONTRACTOR

The profilograph/profilometer is to be operated by the (select one):

~ DEPARTMENT : CONTRACTOR

Roadway -

: - The requirements specified in this special provision will govern the smoothness requirements for the paving on this project.

~ - The requirements specified in this special provision will not govern the smoothness requirements for the paving on this project.

Bridge -

~ - The requirements specified in this special provision will govern the smoothness requirements for the following bridges according to each bridge’s classification:

Bridge Number Class I or II 1

~ - All Bridges

- Class I bridge decks are those that do not present significant special problems due to geometry.1

- Class II bridge decks are those that do present significant special problems due to geometry.

Geometric features include but are not limited to skews, variable widths, variations in super elevation, sharp horizontal curves, or multiple profiles. The classification specified herein is final and will be used as a basis for payment.

: - The requirements specified in this special provision will not govern the smoothness requirements for the bridges on this project.

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430-4QA(a-j) 19 12-17-25

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

PAVEMENT AND BRIDGE DECK SMOOTHNESS USING IRI

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

430.01 DESCRIPTION

This provision establishes procedures for determining acceptability and pay adjustments as they relate to smoothness requirements of pavements and bridge decks. The equipment and testing applicable to this section shall be provided and/or operated by the party, or parties, specified in Appendix A of this provision.

Except as noted herein, these special provisions apply to all types of Portland cement and asphalt concrete pavements, as well as bridge decks and approach slabs constructed as part of this contract, or as specified on the plans.

Mainline pavement is defined as driving lanes that are permanent. This provision will use a International Roughness Index (IRI) per extent, as determined by the latest version of the FHWA's software, ProVAL.

A pavement extent is defined as a continuous area of finished pavement, 0.1 mile in length and one (1) lane in width. A partial extent may result from an interruption of the continuous pavement surface.

An Area of Localized Roughness (ALR) is a length of pavement with localized roughness that exceeds the corresponding threshold value. Localized roughness is based on a continuous IRI computed over a 25-foot distance. ALR is determined by the latest version of FHWA's software, ProVAL.

430.03 EQUIPMENT AND PERSONNEL

Provide an approved inertial profiler as described below. Ensure the equipment is certified by the Oklahoma Highway Construction Materials Technician Certification Training Program.

A. Inertial Profiler

Provide inertial profiler equipment meeting the requirements of AASHTO M 328, Standard Specification for Inertial Profiler, with the following additions and exceptions:

C For concrete pavement that has not achieved its design strength (not less than 2,500 psi), mount on a lightweight, motorized vehicle such as an all-terrain vehicle, golf cart, or other Engineer-approved vehicle that is capable of running on the pavement without causing damage.

C Refer to Section 425 of the Standard Specifications for use of diamond and texturing equipment for corrective diamond grinding. All costs associated with diamond grinding and texturing will be paid for by the Contractor.

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B. Calibration

Calibrate the inertial profiler within the following limits:

C Horizontal measurements shall be within ±3 feet per 1,000 feet of distance tested.

C Vertical measurements shall be the same as those of the calibration blocks measured.

C Bounce Test in accordance with AASHTO R 57, Standard Practice for Operating Inertial

Profiling Systems.

Submit an inertial profiler calibration report to the Engineer after every calibration using the appropriate form provided by the Department or the equipment manufacturer. Calibrate the inertial profiler the day of the testing prior to collecting the smoothness data. Repeat the calibration as directed by the Engineer.

C. Provision and Operation of the Inertial Profiler

Provide an inertial profiler operator, certified by the Oklahoma Highway Construction Materials Technician Certification Training Program, to perform profile measurements, and to interpret and analyze the profile data.

430.04 CONSTRUCTION METHODS

A. Surface Testing

Complete surface testing within seven (7) days of the completion of paving activities. If 7 days is not practical, submit a written request for additional time to the Resident Engineer for approval.

Ensure that surface testing for bridges take place within seven (7) days of the deck being open to traffic in accordance with Section 509, “Structural Concrete,” of the Standard Specifications. Testing may be conducted prior to opening the bridge to traffic, provided the adjacent pavement is complete.

Notify the Resident Engineer by phone 48 hours before performing any surface testing, to allow for verification testing, if required. If the Engineer is unable to be reached by phone, notify the Engineer in writing by email. Surface testing performed without proper notification or coordination with the Engineer will not be accepted.

Provide traffic control for smoothness measurements regardless of the provider or operator of the equipment. Collect IRI readings beginning at a location 25 ft prior to the beginning point of a project, including any exception areas, and through all bridges and changes in the pavement types to a location 25 ft beyond the ending point of a project, including any exception areas.

If milling is not required for overlay projects, the surface will be tested immediately before construction and as soon as possible after completion of the work to determine the percent reduction in the IRI in accordance with Table 430:2A. However, the Contractor may request in writing the elimination of the before construction testing requirement. Elimination of such testing will also eliminate the Contractor’s option of using Table 430:2A for pay purposes.

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For full depth asphalt pavement, test the next to last lift and perform any corrective action on bumps and dips in accordance with subsection 425.04.A(1) prior to placing the final lift. Test the final lift to determine the pay adjustment.

For concrete pavement where a longitudinal construction joint is within 6 inches of the wheel path, provide an additional test along the joint for the purpose of determining corrective action. The pay adjustment will be based on the test within the wheel path.

For the purpose of pay adjustment, IRI will be tested in the left wheel path unless approved (in writing) by the Resident Engineer.

The Engineer will include smoothness deviations at construction and expansion joints when calculating the IRI and when identifying ALR.

Remove objects and foreign material on the surface before testing. Remove any protective covers before testing and properly replace protective the covers after testing. While testing for smoothness, produce a final trace. Produce a second trace for extents on which allowable surface corrections have been made. The second trace must contain a minimum of 50 feet on either end of the corrected area and it must have the correct stationing.

Operate the inertial profiler at a constant speed as recommended by the manufacturer.

Take additional profiles to define the limits of an out-of-tolerance surface variation. The Engineer may use an inertial profiler, a straight edge, or other means to identify irregularities in exception areas for required corrective action. Correct ALR to within the threshold value.

The Department reserves the right to verify the testing, the evaluation, or both. The Department's test results will be considered final. If the Contractor's test results contain significant errors, the Department may assess the cost of the verification efforts.

B. Bridge Decks

The Engineer will evaluate bridge approach slabs in accordance with bridge deck smoothness requirements. There will be no exceptions made for any portion of bridge decks or approach slabs. The profile measurements for the entire length of the bridge deck and approach slabs will be used for the determination of the pay adjustments.

C. Evaluation

For pay adjustment purposes, evaluation of the surface testing results will be limited to the following specifications:

(1) International Roughness Index (IRI)

Use ProVAL to calculate an IRI for an extent. An extent is defined as a segment of a full plan width driving lane of pavement, or bridge deck 528 ft long, or the entire length of bridge, including approach slabs, whichever is less.

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(2) Localized Roughness

Use ProVAL to calculate the localized roughness continuously along each trace and determine the ALR locations. Localized roughness will be based on a continuous IRI computed over a 25-foot distance. The threshold values are 150 in/mi for pavements and 175 in/mi for bridges and approach slabs.

(3) Exceptions

The following areas will be considered as exceptions:

• Shoulders (Except when used as a temporary driving lane, these shoulders will be tested for ALR only, and corrections made if the IRI is in excess of 150 in/mi. The Resident Engineer may waive testing requirements based on the duration of use as a driving lane and the condition of the shoulders),

• Tapered transitions associated with shoulders, ramps, acceleration, deceleration, climbing and turn lanes,

• Ramps shorter than 500 feet from back of gore to the intersection, or back of gore for the destination roadway,

• Right turn lanes, left turn lanes, and two-way left turn lanes,

• Pavement with horizontal centerline curves with radii less than 1,000 ft and the superelevation transitions of these curves,

• In overlays only, areas in roadway within a 10 ft radius of existing inlets, street returns, and utility covers (this exception does not apply to full depth pavements),

• Pavement areas requiring handwork (this exception does not apply to areas placed by hand for the Contractor's convenience),

• Detour or temporary pavements will be tested for ALR only, and

•…