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ARMY - UFGS-32 12 19.16

RESIN-MODIFIED ASPHALT PAVING WEARING COURSES

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Organization: ARMY
Publication Date: 1 November 2019
Status: active
Page Count: 25

Document History

UFGS-32 12 19.16
November 1, 2019
RESIN-MODIFIED ASPHALT PAVING WEARING COURSES
A description is not available for this item.

References

This document references:
AASHTO M 156 - Standard Specification for Requirements for Mixing Plants for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures
Published by AASHTO on January 1, 2013
This specification covers requirements for plants producing hot mix asphalt (HMA) or warm mix asphalt (WMA) paving mixtures. It may be used as a basis for state certification or inclusion of an...
This document references:
AASHTO M 320 - Standard Specification for Performance-Graded Asphalt Binder
Published by AASHTO on January 1, 2017
This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design temperature and the minimum pavement design...
This document references:
ASTM C127 - Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate
Published by ASTM on January 1, 2015
This test method covers the determination of relative density (specific gravity) and the absorption of coarse aggregates. The relative density (specific gravity), a dimensionless quantity, is...
This document references:
ASTM C128 - Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate
Published by ASTM on January 1, 2015
This test method covers the determination of relative density (specific gravity) and the absorption of fine aggregates. The relative density (specific gravity), a dimensionless quality, is expressed...
This document references:
ASTM C131/C131M - Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
Published by ASTM on February 15, 2020
This test method covers a procedure for testing of coarse aggregates with a maximum size smaller than 37.5 mm ([1½ in.] for resistance to degradation using the Los Angeles testing machine (Note 1)....
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