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Home My WebLink AboutObservation of Excavation 08.11.25Kumar & Associates TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Project No. 25-7-503 SAMPLE LOCATION NATURAL MOISTURE CONTENT NATURAL DRY DENSITY GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH SOIL OR BEDROCK TYPE BOTTOM OF EXCAVATION GRAVEL SAND LIQUID LIMIT PLASTIC INDEX (%) (%) (%) (pcf) (%) (%) (PSF) Middle 13.9 100 Sandy Clay Southwest Corner 14.4 89 58 Silty Sandy Clay