3155523389spec950.pdf
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- Attached to
- Commodity NY|23389|PC70724
- Contract number
- PC70724
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- New York
About this file
This document is a Group Specification (Specification #950) issued by the New York State Office of General Services, Procurement Services, for Bituminous Concrete Asphalt Mixtures. The specification is dated January 7, 2025, and supersedes a previous version from January 8, 2024. It covers Commodity Groups 31502-31503 and is intended for use by the New York State Department of Transportation and potentially other agencies.
The specification details various asphalt pavement mixtures, including options with and without fibers, in different nominal maximum sizes (6.3, 9.5, 12.5, 19.0, and 25.0) and compaction series (50, 60, 70, and 80). It introduces a unique provision for incorporating crushed glass into asphalt mixes, allowing up to 5% crushed glass by total aggregate weight, subject to Regional Materials Engineer approval. The document also outlines a Quality Adjustment Factor (QAF) with varying index prices ranging from $80 to $140 per quality unit, depending on the specific region within New York State. The specification provides comprehensive guidelines for material requirements, construction details, measurement, and payment methods for these asphalt concrete mixtures.
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Other files
| File | Type | Posted |
|---|---|---|
| 3155523389specialnotes.pdf | ||
| 31555PriceAdjust23.xlsx | XLSX spreadsheet | |
| 3155523389RPN_Region6.pdf | ||
| 3155523389regionalmap.pdf | ||
| 31502PriceAdjust24.xlsx | XLSX spreadsheet | |
| 3155523389a.pdf | ||
| 3155523389detailedspecs.pdf | ||
| 3155523389dimensions.pdf | ||
| 3155523389federalaidprojectreqs.pdf | ||
| 3155523389spec947.pdf | ||
| 3155523389NYSDOTWorkZone.pdf | ||
| 3155523389insurance.pdf | ||
| 3155523389pricing.pdf | ||
| 315xxPriceAdjust24.xlsx | XLSX spreadsheet | |
| 315xxPriceAdjust25.xlsx | XLSX spreadsheet |
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23389 – Group Specifications #950
Group Specifications #950
AWARD# 23389
GROUP SPECIFICATION (SPEC-950) – BITUMINOUS CONCRETE ASPHALT MIXTURES
23389 – 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:
23389 – 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
23389 – 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
23389 – 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
23389 – 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
23389 – 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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