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A soil sample was taken from a proposed cut area in a highway construction project and sent to a soils laboratory for a compaction test, using the Standard Proctor compaction procedure. Results of the test are as follows:
Maximum dry unit weight = 112.6 lb/ft^3
Optimum moisture content = 15.5%
The contractor, during construction of the soil embankment, achieved the following:
Dry unit weight reached by field compaction = 107.1 lb/ft^3
Actual water content = 16.0%
Determine the percent compaction achieved by the contractor.
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This material is related Geotechnical Engineering, please only answer if you are certain and sure of your answer. An undisturbed soil sample has a dry unit weight of 112 pcf with a specific gravity of solids equals to 2.68.
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