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What is CBR Test Results for Access Road about?

This document provides the results of a California Bearing Ratio (CBR) test conducted on a permanent access road. The test was performed on a 30 cm deep base layer located between stations 0+160 to 0+260. The CBR test results show penetration depths and corresponding load/stress values over time. The CBR values calculated at 0.254 cm and 0.508 cm penetration depths were 0.71 and 1.06 respectively, indicating a soil bearing capacity of 76.9% to 114.3% compared to standard values. The document was approved by

Author

Dede Nurcahyadi

Language

EN