TABLE P5.34 Minus No. 200 Coarse 0.5% Intermediate 1.5% Fine Aggregate 11.5%
TABLE P5.34 Minus No. 200 Coarse 0.5% Intermediate 1.5% Fine Aggregate 11.5%
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter5: Separation Processes
Section: Chapter Questions
Problem 5.14P: Two materials, A and B, are to be separated using two unit operations, 1 and 2. The feed has 10...
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Question
The mix design for an asphalt concrete mixture requires 2 to 6% minus No.200. The three aggregates shown in Table are available.Considering that approximately equal amounts of coarse and intermediate
aggregate will be used in the mix, what is the percentage of fine aggregate that will give a resulting minus No. 200 in the mixture in the middle of the range,about 4%?
Transcribed Image Text:TABLE P5.34
Minus No. 200
Coarse
0.5%
Intermediate
1.5%
Fine Aggregate
11.5%
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