3150323433GroupSpec951.pdf

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Bituminous Concrete Asphalt Mixtures
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Group Specification #951, Award #23433, is a statewide contract vehicle issued by the State of New York Executive Department, Office of General Services, Procurement Services. This specification establishes standards for bituminous concrete asphalt mixtures and applies to Commodity Groups 31502-31503. The specification supersedes the previous SPEC-950 dated January 7, 2025, and became effective December 2, 2025. The specification encompasses material and construction requirements for asphalt pavement projects across New York State and references the New York State Department of Transportation Standard Specifications (Sections 401, 404, and 406) with an effective date of January 1, 2026.

The specification details over 60 material items covering various asphalt pavement types, including truing and leveling courses, top courses, binder courses, and specialized asphalt pavements with fibers. Materials are classified by nominal maximum size (6.3 mm, 9.5 mm, 12.5 mm, 19.0 mm, and 25.0 mm), compaction series (50, 60, 70, and 80), and friction ratings (F1, F2, F3, and F9). Quality Adjustment Factor (QAF) pricing applies exclusively to New York State Department of Transportation contracts, with regional index prices ranging from $90 to $150 per quality unit across eleven regions. For all other agencies, the QAF is 1.0. The specification includes optional provisions for contractors to blend crushed glass (up to 5% maximum by total aggregate weight) in select asphalt mixtures, subject to Regional Materials Engineer approval. Crushed glass must meet specified gradation requirements and contain no more than 1% contaminants by weight.

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ATTACHMENT

Group Specifications #951

Award # 23433

GROUP SPECIFICATION (SPEC-951) – BITUMINOUS CONCRETE ASPHALT MIXTURES

23433_Attachment_Group Specifications #951 Page 2 of 7

State of New York Executive Department Office of General Services

Procurement Services Corning Tower - 38th Floor

Empire State Plaza Albany, NY 12242

GROUP SPECIFICATION

COMMODITY GROUP 31502 - 31503

BITUMINOUS CONCRETE -

ASPHALT MIXTURES

DATE OF ISSUE December 2, 2025

NO. OF PAGES 7

SPECIFICATION NO. 951

(Supersedes SPEC- 950 dated January 7, 2025)

BIDDERS ARE REQUESTED TO RETAIN THIS SPECIFICATION FOR FUTURE REFERENCE

Table of Contents

GENERAL INFORMATION

MATERIALS:

QUALITY ADJUSTMENT FACTOR (QAF) (QUALITY UNITS):

GROUP SPECIFICATIONS

GENERAL:

ASPHALT CONCRETE PAVEMENT WITH CRUSHED GLASS

SCOPE:

MATERIAL REQUIREMENTS:

CONSTRUCTION DETAILS:

METHOD OF MEASUREMENT:

BASIS OF PAYMENT:

23433_Attachment_Group Specifications #951 Page 3 of 7

GENERAL INFORMATION

MATERIALS:

The following are the material descriptions of items that may be included in IFBs and contracts derived from this specification and the New York State Department of Transportation Standard Specification Section 404 – Asphalt Pavements and Section 406 – Asphalt Pavement With Fibers:

Item Material Description

404.0179 Truing & Leveling, 70 Series Compaction, F9 Asphalt Pavement

404.0189 Truing & Leveling, 80 Series Compaction, F9 Asphalt Pavement

404.0589 Shim Course, 80 Series Compaction, F9, Asphalt Pavement

404.0681 6.3 Top, 80 Series Compaction, F1 Asphalt Pavement

404.0682 6.3 Top, 80 Series Compaction, F2 Asphalt Pavement

404.0683 6.3 Top, 80 Series Compaction, F3 Asphalt Pavement

404.0951 9.5 Top, 50 Series Compaction, F1 Asphalt Pavement

404.0952 9.5 Top, 50 Series Compaction, F2 Asphalt Pavement

404.0961 9.5 Top, 60 Series Compaction, F1 Asphalt Pavement

404.0962 9.5 Top, 60 Series Compaction, F2 Asphalt Pavement

404.0963 9.5 Top, 60 Series Compaction, F3 Asphalt Pavement

404.0971 9.5 Top, 70 Series Compaction, F1 Asphalt Pavement

404.0972 9.5 Top, 70 Series Compaction, F2 Asphalt Pavement

404.0973 9.5 Top, 70 Series Compaction, F3 Asphalt Pavement

404.0981 9.5 Top, 80 Series Compaction, F1 Asphalt Pavement

404.0982 9.5 Top, 80 Series Compaction, F2 Asphalt Pavement

404.0983 9.5 Top, 80 Series Compaction, F3 Asphalt Pavement

404.1251 12.5 Top or Binder, 50 Series Compaction, F1 Asphalt Pavement

404.1252 12.5 Top or Binder, 50 Series Compaction, F2 Asphalt Pavement

404.1261 12.5 Top or Binder, 60 Series Compaction, F1 Asphalt Pavement

404.1262 12.5 Top or Binder, 60 Series Compaction, F2 Asphalt Pavement

404.1263 12.5 Top or Binder, 60 Series Compaction, F3 Asphalt Pavement

404.1271 12.5 Top or Binder, 70 Series Compaction, F1 Asphalt Pavement

404.1272 12.5 Top or Binder, 70 Series Compaction, F2 Asphalt Pavement

404.1273 12.5 Top or Binder, 70 Series Compaction, F3 Asphalt Pavement

404.1281 12.5 Top or Binder, 80 Series Compaction, F1 Asphalt Pavement,

404.1282 12.5 Top or Binder, 80 Series Compaction, F2 Asphalt Pavement

404.1283 12.5 Top or Binder, 80 Series Compaction, F3 Asphalt Pavement

404.1989 19.0 Binder, 80 Series Compaction, F9 Asphalt Pavement

404.2589 25.0 Binder, 80 Series Compaction, F9 Asphalt Pavement

406.0179 Truing & Leveling, 70 Series Compaction, F9 Asphalt Pavement with Fibers

406.0189 Truing & Leveling, 80 Series Compaction, F9 Asphalt Pavement with Fibers

406.0681 6.3 Top, 80 Series Compaction, F1 Asphalt Pavement with Fibers

406.0682 6.3 Top, 80 Series Compaction, F2 Asphalt Pavement with Fibers

406.0683 6.3 Top, 80 Series Compaction, F3 Asphalt Pavement with Fibers

406.0951 9.5 Top, 50 Series Compaction, F1 Asphalt Pavement with Fibers

406.0952 9.5 Top, 50 Series Compaction, F2 Asphalt Pavement with Fibers

406.0961 9.5 Top, 60 Series Compaction, F1 Asphalt Pavement with Fibers

23433_Attachment_Group Specifications #951 Page 4 of 7

406.0962 9.5 Top, 60 Series Compaction, F2 Asphalt Pavement with Fibers

406.0963 9.5 Top, 60 Series Compaction, F3 Asphalt Pavement with Fibers

406.0971 9.5 Top, 70 Series Compaction, F1 Asphalt Pavement with Fibers

406.0972 9.5 Top, 70 Series Compaction, F2 Asphalt Pavement with Fibers

406.0973 9.5 Top, 70 Series Compaction, F3 Asphalt Pavement with Fibers

406.0981 9.5 Top, 80 Series Compaction, F1 Asphalt Pavement with Fibers

406.0982 9.5 Top, 80 Series Compaction, F2 Asphalt Pavement with Fibers

406.0983 9.5 Top, 80 Series Compaction, F3 Asphalt Pavement with Fibers

406.1251 12.5 Top or Binder, 50 Series Compaction, F1 Asphalt Pavement with Fibers

406.1252 12.5 Top or Binder, 50 Series Compaction, F2 Asphalt Pavement with Fibers

406.1261 12.5 Top or Binder, 60 Series Compaction, F1 Asphalt Pavement with Fibers

406.1262 12.5 Top or Binder, 60 Series Compaction, F2 Asphalt Pavement with Fibers

406.1263 12.5 Top or Binder, 60 Series Compaction, F3 Asphalt Pavement with Fibers

406.1271 12.5 Top or Binder, 70 Series Compaction, F1 Asphalt Pavement with Fibers

406.1272 12.5 Top or Binder, 70 Series Compaction, F2 Asphalt Pavement with Fibers

406.1273 12.5 Top or Binder, 70 Series Compaction, F3 Asphalt Pavement with Fibers

406.1281 12.5 Top or Binder, 80 Series Compaction, F1 Asphalt Pavement with Fibers

406.1282 12.5 Top or Binder, 80 Series Compaction, F2 Asphalt Pavement with Fibers

406.1283 12.5 Top or Binder, 80 Series Compaction, F3 Asphalt Pavement with Fibers

406.1989 19.0 Binder, 80 Series Compaction, F9 Asphalt Pavement with Fibers

406.2589 25.0 Binder, 80 Series Compaction, F9 Asphalt Pavement with Fibers

23433_Attachment_Group Specifications #951 Page 5 of 7

GENERAL INFORMATION

QUALITY ADJUSTMENT FACTOR (QAF) (Quality Units):

The Quality Adjustment Factor will be 1.0 for all material produced under resultant contract for any agency other than the New York State Department of Transportation.

The following Quality Unit Index prices will apply to material produced under resultant contracts for the New York State Department of Transportation only:

Region Index Price1

($/Quality Unit) 1 $95 2 $105 3 $110 4 $105 5 $105 6 $95 7 $90 8 $140 9 $100

10 $125 11 $150

23433_Attachment_Group Specifications #951 Page 6 of 7

GROUP SPECIFICATIONS

GENERAL:

All plant mixed Asphalt items shall be furnished in accordance with Sections 401, 404, and 406 of the New York State Department of Transportation Standard Specifications with the effective date of January 1, 2026, Construction and Materials Methods, including all latest updates, and Chapter 6 of Comprehensive Pavement Design Manual.

The current version of the NYSDOT Standard Specifications can be found at:

https://www.dot.ny.gov/main/business-center/engineering/specifications/updated-standard-specifications-us;

The latest Materials Method 5.16 found at:

https://www.dot.ny.gov/divisions/engineering/technical-services/materials-bureau-repository/mm516.pdf;

Chapter 6 of the Comprehensive Pavement Design Manual, latest version can be found at:

https://www.dot.ny.gov/divisions/engineering/design/dqab/cpdm/repository/chapter6.pdf and

(The links listed above are from the NYS Department of Transportation website at www.dot.ny.gov).

References are made herein to New York State Department of Transportation, Standard Specifications with the effective date of January 1, 2026, Construction and Materials, including all updates. Copies may be obtained through the following link:

https://www.dot.ny.gov/main/business-center/engineering/specifications/updated-standard-specifications-us https://www.dot.ny.gov/main/business-center/engineering/specifications/updated-standard-specifications-us https://www.dot.ny.gov/divisions/engineering/technical-services/materials-bureau-repository/mm516.pdf https://www.dot.ny.gov/divisions/engineering/design/dqab/cpdm/repository/chapter6.pdf http://www.dot.ny.gov/ https://www.dot.ny.gov/main/business-center/engineering/specifications/updated-standard-specifications-us

23433_Attachment_Group Specifications #951 Page 7 of 7

GROUP SPECIFICATIONS

ASPHALT CONCRETE PAVEMENT WITH CRUSHED GLASS

SCOPE:

This specification covers the requirements for the addition of crushed glass to asphalt concrete mixes. The provisions of Section 401 – Plant Production, Section 404 - Asphalt Pavements, and Section 406 – Asphalt Pavement with Fibers applies except that the Contractor has the option of blending crushed glass in the following mixes:

37.5 Nominal Max. Size

25.0 Nominal Max. Size

19.0 Nominal Max. Size

Truing and Leveling Course

If the Contractor chooses the crushed glass option, the following modifications to the Standard Specifications shall apply:

MATERIAL REQUIREMENTS:

Crushed glass shall be subject to the approval of the Regional Materials Engineer prior to its use. The crushed glass shall contain no more than 1% (by weight) contaminants and shall meet the following gradation:

Sieve Size Percent Passing

3/8 in. 100

1/4 in. 90-100

No. 20 0-20

Note: The gradation requirements may be modified upon approval of the Regional Materials Engineer.

Crushed glass may be included in the mixture up to 5%, maximum, of the total aggregate weight. The crushed glass, aggregate and added asphalt cement shall meet the requirements specified in Table 401-1, Composition of Asphalt Mixtures and latest MM 5.16, for aggregate gradation, PG binder content, PG binder grade and temperature range.

CONSTRUCTION DETAILS:

The crushed glass shall be proportioned from a separate feed bin approved by the Regional Materials Engineer. In addition, all requirements pertaining to aggregate shall apply to crushed glass including the equipment requirements for automatic proportioning and recording stipulated for aggregate in §401-3.08.

METHOD OF MEASUREMENT:

The provisions of Section 404-4 shall apply.

BASIS OF PAYMENT:

The provisions of Section 404-5 shall apply.

THE END OF GROUP SPECIFICATION

GENERAL INFORMATION
MATERIALS:
GENERAL INFORMATION
QUALITY ADJUSTMENT FACTOR (QAF) (Quality Units):
GROUP SPECIFICATIONS
GENERAL:
GROUP SPECIFICATIONS
ASPHALT CONCRETE PAVEMENT WITH CRUSHED GLASS
SCOPE:
MATERIAL REQUIREMENTS:
CONSTRUCTION DETAILS:
METHOD OF MEASUREMENT:
BASIS OF PAYMENT:

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