Q2) An HMA sample had been taken from a road during the construction, the weight of sample after the separation of binder was 6580 gm and the retaining on each sieve is shown in following table. Determine whether HMA sample is satisfying the ASTM specification for the asphalt layer or not? Retaining (gm) % passing according to ASTM D7064 Sieve No. 19 100 12.5 494 85 – 100 9.5 2961 35 - 60 4.75 1974 10- 25 2.36 658 5- 10 0.075 296 2-4 pan 197
Q2) An HMA sample had been taken from a road during the construction, the weight of sample after the separation of binder was 6580 gm and the retaining on each sieve is shown in following table. Determine whether HMA sample is satisfying the ASTM specification for the asphalt layer or not? Retaining (gm) % passing according to ASTM D7064 Sieve No. 19 100 12.5 494 85 – 100 9.5 2961 35 - 60 4.75 1974 10- 25 2.36 658 5- 10 0.075 296 2-4 pan 197
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q2) An HMA sample had been taken from a road during the construction, the
weight of sample after the separation of binder was 6580 gm and the retaining on
each sieve is shown in following table. Determine whether HMA sample is
satisfying the ASTM specification for the asphalt layer or not?
Sieve No.
Retaining (gm)
% passing according to ASTM
D7064
19
100
12.5
494
85 - 100
9.5
2961
35 – 60
4.75
1974
10 - 25
2.36
658
5- 10
0.075
296
2-4
pan
197
PAGE 1 OF 1
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+ 130%
0669
T-TV-T.
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