Attachment 4 - UFGS 32 12 16 (Hot-Mixed Asphalt).pdf

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Repair Vehicle Wash Rack B1601 and Waterline Leaks
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W50S7524B0004
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This document is an excerpt from a UFGS specification for Hot-Mix Asphalt (HMA) for Roads. It provides technical requirements for the materials, testing, and installation of HMA for road construction and repair projects. Key details include:

The specification references AASHTO and ASTM standards for asphalt binder, aggregate testing, and density testing. It requires government approval for certain submittals related to the mix design and material acceptance. Environmental requirements prohibit placing HMA on a wet surface or when the underlying surface temperature is below a specified minimum. This specification appears to be a technical appendix or attachment to a larger federal contract opportunity, rather than the full solicitation document.

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Text version

CI ANG 60439605

SECTION 32 12 16

HOT-MIX ASPHALT (HMA) FOR ROADS

08/09

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 320 (2016) Standard Specification for Performance-Graded Asphalt Binder

ASTM INTERNATIONAL (ASTM)

ASTM C117

ASTM C136/C136M

ASTM D1461

ASTM D242/D242M

ASTM D2489/D2489M

ASTM D2950/D2950M

1.2 SUBMITTALS

(2013) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

(2014) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

(2011) Moisture or Volatile Distillates in Bituminous Paving Mixtures

(2009; R 2014) Mineral Filler for Bituminous Paving Mixtures

(2008) Estimating Degree of Particle Coating of Bituminous-Aggregate Mixtures

(2014) Density of Bituminous Concrete in Place by Nuclear Methods

Government approval is required for submittals with a 1 1 G 11 designation;

submittals not having a 11 G 11 designation are for Contractor Quality Control approval. Submit the following in accordance with the Scope of Work:

SD-03 Product Data

Mix Design; G

Material Acceptance; G

1.3 ENVIRONMENTAL REQUIREMENTS

Do not place the hot-mix asphalt upon a wet surface or when the surface temperature of the underlying course is less than specified in Table 3.

SECTION 32 12 16 Page 1

1384573777N Text Box Attachment 5

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