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1. |
A collapsible soil sub-grade sample was tested using Standard California Bearing Ratio apparatus, and the observations are given below:Sl. NoLoadPenetration160.55 kg2.5 mm2.80.55 kg5.0 mmTaking the standard assumptions regarding the load penetration curve, the CBR value of the sample will be taken as |
A. | 39% |
B. | 40% |
C. | 4.4% |
D. | 5.5% |
Answer» D. 5.5% | |