- Soil Compaction 1. A sand cone test was conducted for quality control during the compaction of a sandy clay. The data are as follows: a. b. Calibration to find dry unit weight of the standard sand Mass of Proctor mold Mass of Proctor mold and sand Volume of mold Calibration of sand cone Mass of sand cone apparatus and jar filled with sand Mass of sand cone apparatus with remaining sand in jar Sand cone test results Mass of sand cone apparatus and jar filled with sand Mass of excavated soil Mass of sand cone apparatus with remaining sand in jar Water content of excavated soil 9.2lb 12.4lb 0.0335f 12.1lb 8.3lb 16.3lb 4.9lb 8.6lb 5.9% Determine the Dry Unit Weight The Standard Proctor MDD of the sandy clay is 117.8 pcf at an OMC of 7.2%. The specficiation requires 95% Proctor dry unit weight at acceptable water contents ranging from 5% to 8.5%. Is the Specification met? Justify your answers
- Soil Compaction 1. A sand cone test was conducted for quality control during the compaction of a sandy clay. The data are as follows: a. b. Calibration to find dry unit weight of the standard sand Mass of Proctor mold Mass of Proctor mold and sand Volume of mold Calibration of sand cone Mass of sand cone apparatus and jar filled with sand Mass of sand cone apparatus with remaining sand in jar Sand cone test results Mass of sand cone apparatus and jar filled with sand Mass of excavated soil Mass of sand cone apparatus with remaining sand in jar Water content of excavated soil 9.2lb 12.4lb 0.0335f 12.1lb 8.3lb 16.3lb 4.9lb 8.6lb 5.9% Determine the Dry Unit Weight The Standard Proctor MDD of the sandy clay is 117.8 pcf at an OMC of 7.2%. The specficiation requires 95% Proctor dry unit weight at acceptable water contents ranging from 5% to 8.5%. Is the Specification met? Justify your answers
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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