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This document provides soil test results from a site investigation, including calculations of the California Bearing Ratio (CBR) and soil layers. The CBR and soil layer calculations are based on penetration test results, including the number of blows required to penetrate the soil at increasing depths. Three soil layers were identified, with CBR values ranging from 7.7% to 35.5%. The weighted average CBR for the test location was calculated to be 12.77%.

Author

Okha Tabun

Language

EN