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NAVY - UFGS-32 11 26.16

BITUMINOUS CONCRETE BASE COURSE

active, Most Current
Organization: NAVY
Publication Date: 1 April 2006
Status: active
Page Count: 15
scope:

NOTE:

This guide specification covers the requirements for bituminous base course (central plant hot mix).

Document History

UFGS-32 11 26.16
April 1, 2006
BITUMINOUS CONCRETE BASE COURSE
NOTE: This guide specification covers the requirements for bituminous base course (central plant hot mix).
UFGS-32 11 26.16
April 1, 2006
BITUMINOUS CONCRETE BASE COURSE
NOTE: This guide specification covers the requirements for bituminous base course (central plant hot mix).

References

This document references:
AASHTO T 102 - Standard Method of Test for Spot Test of Asphaltic Materials
Published by AASHTO on January 1, 2009
This method of test is applicable only to asphaltic products derived from petroleum and should not be applied to natural asphalts containing nonbituminous matter insoluble in xylene. Materials, which...
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)....
This document references:
ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Published by ASTM on December 1, 2019
This test method covers the determination of the particle size distribution of fine and coarse aggregates by sieving. Some specifications for aggregates which reference this test method contain...
This document references:
D1073 - Standard Specification for Fine Aggregate for Asphalt Paving Mixtures
May 1, 2016
This specification covers fine aggregate for use in asphalt paving mixtures. This specification is intended to describe material from a single source. When material from two or more sources is to be...
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