CBR Test on Subgrade Soil – Procedure and Observation
The CBR Test is a measure of the resistance of a material to penetration of standard plunger under controlled moisture conditions and density. The California Division of Highways developed it as a method of evaluating and classifying soil-subgrade and base course materials for flexible pavements. The test might be conducted in the undisturbed or remoulded sample. A cylindrical plunger of 50 mm diameter is used to penetrate a pavement component material at 1.25 mm/minute. Loads of 5 mm and 2.5 mm are recorded. It is expressed as a percentage of standard load value at a respective deformation level to obtain the value of CBR. California Bearing Ratio Test on Subgrade Soil The primary aim of this test is to determine the California Bearing Ratio value of the subgrade soil. Apparatus for CBR Test Any compression machine that can operate at a constant rate of 1.25 mm per minute can be used. It consists of a moulds of 150 mm and 175 mm height offer a collar of about 50 mm leng