(b) A soil sample was taken from a site of a proposed borrow pits and sent to the UTHM laboratory for a Standard Proctor

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(b) A soil sample was taken from a site of a proposed borrow pits and sent to the UTHM laboratory for a Standard Proctor

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B A Soil Sample Was Taken From A Site Of A Proposed Borrow Pits And Sent To The Uthm Laboratory For A Standard Proctor 1
B A Soil Sample Was Taken From A Site Of A Proposed Borrow Pits And Sent To The Uthm Laboratory For A Standard Proctor 1 (75.79 KiB) Viewed 8 times
(b) A soil sample was taken from a site of a proposed borrow pits and sent to the UTHM laboratory for a Standard Proctor test. Given the volume of proctor mold is 943.3cm and the results of the test are as recorded in Table Q2. (i) ) From the data given, examine the appropriate method of analysis to determine the compaction parameter. Discuss the moisture range permitted from your investigation, if contractor must achieve 95% relative compaction. (ii) A field density test for the soil describe in Q2 obtained the moisture content 10.5% and moist density 1705kg/m². Determine the relative compaction
Table Q2: Result of Standard Proctor Test Moisture content Mass of wet soil in the mold (kg) (%) 1.68 1.71 1.77 1.83 1.86 1.88 1.87 1.85 9.9 10.6 12.1 13.8 15.1 17.4 19.4 21.2
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