1.1 This test method covers the determination of the California Bearing Ratio (CBR) of pavement subgrade, subbase, and base course materials from laboratory compacted specimens. The test method is primarily intended for, but not limited to, evaluating the strength of materials having maximum particle size less than ³/4 in. (19 mm).
Product Details
- Published:
- 12/01/2014
- Number of Pages:
- 9
- File Size:
- 1 file , 350 KB
- Redline File Size:
- 2 files , 810 KB
