Project Information

Bid Title

25Mm High Rap Ru20 Beaver County 2026 Addendum No 1

Issuing Agency

State Government of Pennsylvania

Location

Pennsylvania

Published Date

Jun 4, 2026

Closing Date

Jun 10, 2026

Government Level

State & Local

Status

Closed

Ref. #

6100066076

Original Source

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Project Description

General Information
Department for this solicitation:	Procurement
Date Prepared:	06/02/26	Types:	IFB
Advertisement Type:	Service Materials Service & Materials PW Construction Agency Construction Real Estate
Solicitation/Project#:	6100066076	Solicitation/Project Title:	25mm High RAP RU20 Beaver County 2026
Description:	This solicitation is being created for the procurement of plant mixed asphalt product containing various percentages of 25mm RAP material. This agreement will include Department Force pickup of material, vendor delivery of asphalt, and vendor hauling of millings. Under this agreement, the awarded vendor will also receive a total of approximately 1,500 tons of RAP millings delivered to the vendor’s plant nearest to the jobsite. This agreement will be used to support highway maintenance operations in Beaver County.

Department Information
Department/Agency:	Department of Transportation	Delivery Location:	Beaver County
County:	Beaver	Duration:	8/1/2026-11/30/2026

Contact Information
First Name:	Kathaleen	Last Name:	Hallam
Phone Number: (XXX-XXX-XXXX)	412-429-4808	Email:	khallam@pa.gov

Solicitation Information
Bids must be received by the purchasing agency on the Solicitation Due Date no later than the Solicitation Due Time as set forth in the solicitation. Any conflict between the dates and/or times contained in the solicitation itself or its attachments and this advertisement shall be resolved in favor of the solicitation.
Solicitation Start Date:	06/02/26
Solicitation Due Date:	06/10/26	Solicitation Due Time:	11:00 AM
Solicitation Opening Date:	06/10/26	Solicitation Opening Time:	11:01 AM
Opening Location:	155 Stewart Avenue Rochester  Pa  15074
No. of Addendums:	0
Amended Date:	06/04/26

Related Solicitation Files

Original Files Terms and Conditions.pdf SOW 25mm High RAP RU20 Beaver County 2026.pdf DomesticWorkforceUtilizationCertificationForm_MultipleAward.doc Reciprocal Limitations Act Requirements (GSPUR89) (3) (1).pdf Iran Free Procurement Certification Form (BOP 1701) (3).pdf Worker Protection and Investment Cert Form (BOP 2201) (3).pdf Addendum No 1.pdf

Attachment Preview

RAP Mix Design Specification

25mm RAP Mix

PennDOT Beaver County is requesting quotes for a Plant Mixed asphalt product containing various percentages of

RAP material allotted in PUB 408 specifications with maximum amount of RAP less than or equal to 50%. The

material mix design must be approved prior to any delivery of materials. This material is for placement by

Department forces and equipment. The awarded vendor is to supply warm mix asphalt as approved by the District

Materials Manager. Testing and development of mix designs will be the responsibility of the vendor and subject to

review/approval of the District Materials Manager.

Adam Krehnovi

45 Thoms Run Rd,

Bridgeville, PA 15017

(412) 429-9371

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, MODIFIED HIGH RAP REQUIREMENTS,

PG 64S-22, < 0.3 MILLION ESALS, 25 MM MIX-HIGH RAP

Section 411/413 with revisions as follows:

Revise reference to 409.2(a)2/413.2(a)2 to read as follows:

Mix Containing More than 15% RAP. RAS may not be used in mixtures containing more than 15% RAP. Utilize

the class (grade) of asphalt cement in the mixture as listed in Table HR.

Furnish material conforming to the requirements of Standard Specifications for Performance-Graded Asphalt

Binder, AASHTO M 322, except as revised in Bulletin 25. Obtain material from a source listed in Bulletin 15 for the

specified grade. Provide QC testing and certification as specified in Sections 106.03(b) and 702.1(b)1.

Provide the Representative a copy of a signed Bill of Lading for bituminous material on the first day of paving and

when the batch number changes.

Design mixes in accordance with Section 411/413 with the following modifications:

RAP % by

weight

>15 to ≤25

Gyrations

at N

design

50

Air Voids

at Ndes

3.0 – 4.0%

TABLE HR

Virgin PG

Binder Grade

Aggregate

Gradation Control

Points for the No.

8(2.36 mm) Sieve

Size, %

Min. – Max.

64S-22 or

25%

58S-28*

F/A Ratio Voids Filled

with Asphalt

(VFA)Range, %

0.6 – 1.3

69-81

>25 to ≤50

50

2.5 – 3.5%

58S-28**

25%

0.6 – 1.3

73-84

* Producer may elect to use either PG 64S-22 or PG 58S-28 virgin binder grade in the mix. No blending evaluation

is needed for RAP up to 30% by weight.

** A different grade of virgin asphalt may be approved if the contractor chooses to have the asphalt cement in the

RAP evaluated, and that evaluation shows that blending will achieve a 64S-22 grade at the proportions in the JMF.

Page 1 of 4

RAP Mix Design Specification

TABLE B1

Job-Mix Formula

Volumetric Tolerance Requirements of the Laboratory Compacted Mix for Mixtures Meeting the Alternate

Modified High RAP Requirements of this Special Provision

Property

Each Specimen

Multiple

Specimens

Air Voids at Ndesign (Va)

(+ 2%)(1)

(+ 1.5%)

Minimum VMA % for 25.0 mm

12.5

(1) The + 2% tolerance only applies down to a minimum Air Voids at Ndesign (Va) of 1.5%.

Bulletin 27, Chapter 2A, 2. Department Revisions to AASHTO R35 with the following modifications:

Section 6.8 The Department will eliminate the need for three trial blends based on a Producer’s previous

Superpave mix design work with specific aggregate blends.

Section 10.1 Prepare replicate mixtures (Note 8) containing the selected design aggregate structure at each

of the following three binder contents: (1) the estimated design binder content, Pb (design); (2) 0.5 percent below Pb

(design); and (3) 0.5 percent above Pb (design).

Revise reference to 409.2(e)1.d.1/413.(e)1.d.1 to read as follows:

Apparent Moisture Content. Sample the mixture according to PTM No. 1 daily. Determine the apparent moisture

content in the mixture according to PTM No. 749. Produce a mixture with the apparent moisture content not to

exceed 0.5%. If moisture exceeds 0.5%, slow the rate of production operations and perform a subsequent PTM No.

749 test.

Revise reference to Section 409.2(e)1.e/413.2(e)1.e Corrective Action, add a fifth bullet point to read as

follows:

• QC test results on multiple specimens are < 1.5% total air voids

Mixture acceptance will be by certification.

Vendor will bid on providing estimated tonnage of 25mm Binder mix to section 20 of Beaver County. The vendor will

bid price per ton. Quantities for pick-up and delivery appear as follows:

Item 1:

Item 2:

Item 3:

tons 2500 Department Force Pick-up

tons 250 Vendor Delivery of Asphalt

tons 250 Vendor Delivery of Asphalt and Millings Hauling

Item 3 will require the vendor’s trucking to delivery asphalt and then line up to have the truck filled with millings.

Those millings will be returned to the plant and be credited toward the amount of awarded millings the vendor is to

receive.

All quantities are estimated.

Measurement and payment will be in accordance with Pub 408 Section 409.4/413.4 (Ton).

Page 2 of 4

RAP Mix Design Specification

The department reserves the right to add and/or eliminate SR’s within the sections. Delivery of 25mm Binder mix will

take place between August 1, 2026 & November 30, 2026.

This PO is subject to a 3-month (90 day) extension period following the validity end date.

All deliveries will be coordinated with the awarded vendor prior to required delivery date; expected delivery time

will be within 3 calendar days after being notified by the Department. The material required delivery rate should be

between 150 – 175 Tons/Hour depending on project.

For information purposes, only, the material will be delivered to the following state routes:

Section 20 – State Route 3020 segment 10/0 to 60/2418. The department reserves the right to add and/or eliminate

SR’s within the section.

Millings Award

The awarded vendor will receive up to an estimated 1,500 tons of RAP millings that will be delivered. The millings

will be delivered to the vendor’s plant closest to the current job site/project on that day. The returning millings are

not a 1 ton to 1 ton exchange.

For all materials, a daily material certification for pickup, delivery, and delivery with millings hauling will be

required to be sent via email. In addition to the material certification, a weight ticket and/or certification for

the amount of millings returned to the plant by either the vendor’s trucking or the Department’s trucking

must be supplied daily.

All Certifications and tickets must be emailed daily to:

Mike Zimmerman (michaelz@pa.gov)

John Grimm (johgrimm@pa.gov)

Kathy Guthrie (kguthrie@pa.gov)

Dan Lechok (danilechok@pa.gov)

Brett Bradshaw (bbradshaw@pa.gov)

Points of Contact

Daniel Lechok

Roadway Programs Technician II

Beaver County

(724) 774-6610

All questions pertaining to Solicitation # 6100066076 must be made prior to June 4, 2026 at 11:00 AM (EST). All

questions and answers will be posted to the Solicitation in eMarketplace for public viewing.

Bids will be publicly opened and read virtually via Microsoft Teams on June 10, 2026, at 11:01 am Eastern Standard

Time. Please contact Kathy Guthrie (kguthrie@pa.gov) request a meeting invitation.

Worker Protection and Investment

Pursuant to Executive Order 2021-06, Worker Protection and Investment (October 21, 2021), the Commonwealth

Page 3 of 4

RAP Mix Design Specification

is responsible for ensuring that every Pennsylvania worker has a safe and healthy work environment and the

protections afforded them through labor laws. To that end, contractors and grantees of the Commonwealth must

certify that they are in compliance with all applicable Pennsylvania state labor and workforce safety laws. Such

certification shall be made through the Worker Protection and Investment Certification Form (BOP-2201) and

submitted with the bid, proposal or quote.

Page 4 of 4

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