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NORTHWEST COLORADO CONSULTANTS <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />SAMPLE LOCATION ATTERBERG LIMITS GRADATION <br />UNCONFAJED <br />SOIL <br />UNIFIED <br />TEST <br /> <br />HOLE DEPTH <br /> <br />(feet) NATURAL <br />MOISTURE <br />CONTENT <br />(%) NATURAL <br />DRY <br />DENSRY <br />(P~) <br />LIQUm <br />LDN1T <br />(%) <br />PLASTIC <br />INDE7C <br />(%) <br /> <br />GRAVEL <br />(%) <br /> <br />SAND <br />(%) PERCENT <br />PASSING <br />No. 200 <br />SIEVE COMPRES'IVE <br />5l'RENG7Tl <br />(Psf) or BEDROCK <br />DESCRIPTION <br />SOIL <br />CLASS. <br /> <br />TP-1 6 np 79 19 2 Sandy Gravel GP <br />TP-3 4.5 np 74 25 L Sandy Gravel GP <br />TP,4 5.5 np 79 20 1 ~ Sandy Gravel GP <br />TA-1A 14 18.6 np 50 45 5 Sandy and Gravels CP-SP <br />TH-3A 12 13.6 np 2 94 4 Sends gp <br />TH~A 9 21.7 np 30 49 21 Silty Gravelly Sands SM <br />TH~A 4 4. 2 np 32 57 11 Silty Gravelly Sands 5M <br />TH-7A 4 14. fi 98.3 26 8 0 25 75 700 Sandy Silt/Clay ML~L <br />TH-7A 19 19.3 np 10 84 6 Silty Gravelly Sands SM <br />Tg~A 9 14.8 np 50 43 7 Sands and Gravels GP-SP <br /> <br /> <br />JOB N0. 00-4304 <br />