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CBR and sub-grade strength The strength of a sub-grade is measured by a test known as the CBR or "California Bearing Ratio" This test involves the use of a standard plunger being forced onto a sample of the soil/sub-grade being assessed at a steady rate of 1mm per minute
California Bearing Ratio (CBR) and Limerock Bearing Ratio (LBR) tests yield relative strengths of soils and base course materials based on penetration resistance CBR values can be determined under laboratory or field conditions, while the LBR test is performed only in the laboratory
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A poor pavement-supportive material, with an estimated CBR value of 3% , base 20 cm thick, consisting of 20-mm Crusher-Run Lizenithne, or equivalent, , For preliminary design purposes, an estimated percolation time of 80 min/cm
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