Table below shows the sieve analysis test result for aggregates A and B and the specification limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the graduations of the blend. On a semi-log gradation graph, plot the gradations of aggregate A, aggregate B, the selected blend, and the specification limits in a same graph (you can use Excel sheets or you can draw the graphs on a semi-log attached to page 3 of this assignment).
Table below shows the sieve analysis test result for aggregates A and B and the specification limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the graduations of the blend. On a semi-log gradation graph, plot the gradations of aggregate A, aggregate B, the selected blend, and the specification limits in a same graph (you can use Excel sheets or you can draw the graphs on a semi-log attached to page 3 of this assignment).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
- Table below shows the sieve analysis test result for aggregates A and B and the specification limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the graduations of the blend. On a semi-log gradation graph, plot the gradations of aggregate A, aggregate B, the selected blend, and the specification limits in a same graph (you can use Excel sheets or you can draw the graphs on a semi-log attached to page 3 of this assignment).
|
19 |
12.5 |
9.5 |
4.75 |
2.36 |
0.60 |
0.30 |
0.15 |
Specification limit |
100 |
80-100 |
70-90 |
50-70 |
35-50 |
18-29 |
13-23 |
8-16 |
Aggregate A |
100 |
90 |
45 |
35 |
12 |
10 |
3 |
0 |
Aggregate B |
100 |
100 |
100 |
80 |
77 |
45 |
32 |
18 |
Percentage passing % |
0.001 0.01 0.1 1 10 100
Sieve Size (mm)
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