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CBR Test Report and Results Analysis by Phanindra Nath is a document available to read on EtoBox.

This document summarizes the results of a California Bearing Ratio (CBR) test conducted on a soil sample. Three soil moulds were tested to determine moisture content before soaking, ranging from 15.1% to 14.95%. After soaking for 96 hours, load penetration tests were performed on the samples at penetrations of 2.5mm, 5mm, and 7.5mm. The average CBR values for penetrations of 2.5mm and 5mm were calculated to be 3.33% and 4.39% respectively, indicating the soil

Author

Phanindra Nath

Language

EN