geoeng44
Geotechnical
- Oct 3, 2003
- 2
I had two CBR tests run in a crushed rock gravel, gap-graded with about 20 percent fines. It was produced by a rock crusher on-site, and acts a lot like screenings. The CBR results are a concave shape for the entire curve up to 0.5 inch deflection. ASTM says to run the tests again, however, I have two tests of similar shape, so I think a rerun will be similar.
The CBR results range from 4 to 5 for one sample (wet at 18% moisture) for deflections of 0.1 to 0.5 inches,; the other test ranges from 10 to 20 (near optimum at 15% moisture).
For those who have run CBRs on crushed rock, do you find concave up curves common. How would you recommend evaluating the results?
The CBR results range from 4 to 5 for one sample (wet at 18% moisture) for deflections of 0.1 to 0.5 inches,; the other test ranges from 10 to 20 (near optimum at 15% moisture).
For those who have run CBRs on crushed rock, do you find concave up curves common. How would you recommend evaluating the results?