3150323388spec950.pdf

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Commodity NY|23388|PC70719
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PC70719
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This document is a Group Specification (Specification #950) issued by the New York State Office of General Services, Procurement Services, located in the Empire State Plaza in Albany, NY. The specification is dated January 7, 2025, and supersedes a previous specification from January 8, 2024. It covers Commodity Groups 31502-31503 for Bituminous Concrete - Asphalt Mixtures, and is intended to provide detailed guidelines for plant-mixed asphalt items to be used in state transportation projects.

The specification outlines comprehensive requirements for various asphalt pavement mixtures, including different nominal maximum sizes (37.5, 25.0, 19.0), truing and leveling courses, and options for incorporating crushed glass (up to 5% of total aggregate weight). The document provides detailed material requirements, including specific gradation standards for aggregates and crushed glass, and references the New York State Department of Transportation Standard Specifications effective January 1, 2025. A Quality Adjustment Factor (QAF) is established, with index prices varying by region from $80 to $140 per quality unit, specifically for materials produced for the New York State Department of Transportation.

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23388_Group Specifications #950

Group Specifications #950

AWARD# 23388

GROUP SPECIFICATION (SPEC-950) – BITUMINOUS CONCRETE ASPHALT MIXTURES

23388_Group Specifications #950 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 January 7, 2025

NO. OF PAGES 7

SPECIFICATION NO. 950

(Supersedes SPEC- 948 dated January 8, 2024)

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:

23388_Group Specifications #950 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, F2 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

23388_Group Specifications #950 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

23388_Group Specifications #950 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 $85 2 $90 3 $90 4 $95 5 $100 6 $90 7 $80 8 $120 9 $90

10 $125 11 $140

23388_Group Specifications #950 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, 2025, 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, 2025, 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

23388_Group Specifications #950 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 and Section 404 - Asphalt Pavements 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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