Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Chapter 18, Problem 5P

Given the specifications for an asphaltic concrete mixture and the results of a sieve analysis, determine the proportion of different aggregates to obtain the required gradation.

Coarse aggregates: 60%
Fine aggregates: 35%
Filler: 5%

Chapter 18, Problem 5P, Given the specifications for an asphaltic concrete mixture and the results of a sieve analysis,

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