Given below are the requirements of a specification related to the grading of mineral aggregates in an asphaltic concrete mixture and sieve analysis of two aggregates (A and B) that are economically available for this use. Determine the range of blends of aggregates A and B that will produce a combined aggregate that will meet the limits of the specification, and given the grading of the aggregate combinations selected.

Given below are the requirements of a specification related to the grading of mineral aggregates in an asphaltic concrete mixture and sieve analysis of two aggregates (A and B) that are economically available for this use. Determine the range of blends of aggregates A and B that will produce a combined aggregate that will meet the limits of the specification, and given the grading of the aggregate combinations selected.

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.4P

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