- California bearing ratio
The California bearing ratio (CBR) is a penetration test for evaluation of the
mechanical strengthof road subgrades and basecourses. It was developed by the California Department of Transportation.
The test is performed by measuring the pressure required to penetrate a
soilsample with a plunger of standard area. The measured pressure is then divided by the pressure required to achieve an equal penetration on a standard crushed rock material. The CBR test is described in ASTMStandards D1883-05 (for laboratory-prepared samples) and D4429 (for soils in place in field), and AASHTOT193.
The CBR rating was developed for measuring the load-bearing capacity of soils used for building roads. The CBR can also be used for measuring the load-bearing capacity of unimproved airstrips or for soils under paved airstrips. The harder the surface, the higher the CBR rating. A CBR of 3 equates to tilled farmland, a CBR of 4.75 equates to turf or moist clay, while moist sand may have a CBR of 10. High quality crushed rock has a CBR over 80. The standard material for this test in Crushed California Limestone which has a value of 100.
* [http://www.highwaysmaintenance.com/cbrtext.htm CBR]
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