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NWCC, Inc. <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />SAMPLE LOCATION ATTERBERG LTMITS GRADATION <br />UNIFIED <br />TEST <br />HOLE DEPTH <br />(feet) NATURAL <br />MOISTURE <br />CONTENT <br />(X) NATURAL <br />DRY <br />DENSITY <br />(pct) LIQUID <br />LIMIT <br />(R) PLASTICI <br />INDEX <br />(z) <br />GRAVEL <br />(R) <br />SAND <br />(R) PERCENT <br />PASSING <br />No. 200 <br />SIEVE UNCONFINED <br />COMPRESSIVE <br />STRENCTA <br />(Pef) SOIL or BEDROCK <br />DESCRIPTION SOIL <br /> <br />CLASS. <br />1 1 5.8 NP ~ NP 40 41 19 Road Beae <br />Sande and Gravels SM-GM <br /> <br />1 3 13.2 24 3 /9 42 39 Fill: Gravelly <br />Sand and Silt SM-ML <br /> <br />2 9 23.0 101.8 27 10 0 60 40 Very Clayey Sand SC <br /> <br />3 4 9.7 99.2 Np NP 0 47 53 ~ Silt and Sand ML-SM <br /> <br />4 4 5.0 98.0 NP NP 0 73 27 Fill: Silty Send SM <br /> <br />5 3 12.7 117.7 21 1 2 82 38 ' Fill: Very Silty Sand SM <br /> <br />8 0-2 3.8 NP NP 04 10 8 Road Base ~~~ <br />Sande end Gravels GP <br />i <br />JOB NUMBER: 05-0018 <br />