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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
O WORDS LB ENGLISH UNITED STATES)
+ 130%
0669
T-TV-T.
Transcribed Image Text:O B 5: O. J- Ward (Product Activation Failed) FILE HOME INSERT DESIGN PAGE LAYOUT REFERENCES MALINGS REVIEW VEW Sign in X Cut A Find Calibri (Body) - 11 AA Aa- 3a * 21 11 bccodEe bccDdte cDdEe CcDdEe dEe ccDdte T Narmal No Spac. Heading Heading 2 bccDdEe n Copy Replace E Select- Paste BIU-als x, x Title Subtitle Subtle Em. Format Painter Cipboard Font Paragiaph Styles Editing 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 O WORDS LB ENGLISH UNITED STATES) + 130% 0669 T-TV-T.
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