CALIFORNIA BEARING RATIO
The CBR test is used for determining the relative
bearing ratio and expansion characteristics under known surcharge weights of
base, sub-base and sub grade soils for the design of roads, pavements and
runways. Tests can be conducted on all types of soils including sand, gravel
and washed stone (passing through 20 mm IS Sieve). The CBR test is used
extensively in selection of materials and control of sub grades. The
procedure consists of loading soil with a circular piston, 50 mm dia face
and maintaining a penetration rate of 1.25 mm/min. The load is noted and the
results of test on natural or recompacted soils, in soaked and unsoaked
conditions, can be compared with standard test results.
Meets: - IS: 9669 - 1980 IS: 2720 (Part 16) - 1979
MI.SO-1007
Laboratory CBR Apparatus, Manual, 50 KN:-
Same as MI.SO-1008 but having manual operation