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Observation of Excavation
Kumar & Associates TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Project No. 25-7-359 SAMPLE LOCATION NATURAL MOISTURE CONTENT NATURAL DRY DENSITY GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH SOIL TYPE BORING DEPTH GRAVEL SAND LIQUID LIMIT PLASTIC INDEX (%) (%) (ft) (%) (pcf) (%) (%) (psf) 1 2 7.8 92 Sandy Silty Clay 4 5.5 114 54 Clay and Sand 2 2 4.2 100 25 Silty Sand