A sand cone test was conducted for quality control during the compaction of sandy clay. The data are as ollows. Calibration to find dry unit weight of the standard sand Mass of Proctor mold 4178 grams Mass of Proctor mold and sand 5609 grams Volume of mold 0.00095 m Calibration of sand cone Mass of sand cone apparatus and jar filled with sand 5466 grams Mass of sand cone apparatus with remaining sand in jar 3755 grams Sand cone test results Mass of sand cone apparatus and jar filled with sand 7387 grams Mass of excavated soil 2206 grams Mass of sand cone apparatus with remaina sand in jar 3919 grams Water content of excavated soil 9.2% (a) Determine the dry unit weight. (b) The standard Proctor maximum dry unit weight of the sandy clay is 178 kNim' at an optimum wa- ter content of 10%. The specification reoquires 95% Proctor dry unit weight at acceptable water contents ranging from 9% to 10.8%. Is the specification met? Justify your answer.
A sand cone test was conducted for quality control during the compaction of sandy clay. The data are as ollows. Calibration to find dry unit weight of the standard sand Mass of Proctor mold 4178 grams Mass of Proctor mold and sand 5609 grams Volume of mold 0.00095 m Calibration of sand cone Mass of sand cone apparatus and jar filled with sand 5466 grams Mass of sand cone apparatus with remaining sand in jar 3755 grams Sand cone test results Mass of sand cone apparatus and jar filled with sand 7387 grams Mass of excavated soil 2206 grams Mass of sand cone apparatus with remaina sand in jar 3919 grams Water content of excavated soil 9.2% (a) Determine the dry unit weight. (b) The standard Proctor maximum dry unit weight of the sandy clay is 178 kNim' at an optimum wa- ter content of 10%. The specification reoquires 95% Proctor dry unit weight at acceptable water contents ranging from 9% to 10.8%. Is the specification met? Justify your answer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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