Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Transcribed Image Text:Homework:
Determine the proportions of the separate aggregates that will give a gradation within the SCRB
wearing coarse specified limits for the aggregates and mix composition for highway pavement
asphaltic concrete. The table below shows the results of sieve analysis of samples from the
materials available.
برو
Percent by Weight
Passing Sieve
Designation
Retained
on Sieve
Designation
Coarse
Aggregate
Fine
Aggregate
Mineral
Filler
3/4 in. (19 mm)
1/2 in.
5
1⁄2 in. (12.5 mm)
3/8 in.
35
3⁄4 in. (9.5 mm)
No. 4
38
No. 4 (4.75 mm)
No. 10
17
No. 10 (2 mm)
No. 40
5
No. 40 (0.425 mm)
No. 80
No. 80 (0.180 mm)
No. 200
No. 200 (0.075 mm)
Total
18
1118
30
35
5
26
35
60
100
100
100
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