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• <br />• <br />• <br />NORTHWEST COLORADO CONSULTANTS <br />TABLE L <br />SUbIMARY OF LABORATORY TEST RESULTS <br />SAMPLE LOCATION ATTERBERG LIMITS GRADATION <br />PII2CENT <br />UNCONFINID <br />SOIL or BEDROCK <br />UNIFIED <br />TEST <br />HOLE DEPTH <br />(feet) NATURAL <br />EIOLSTURE <br />CONTENT <br />(%) NATURAL <br />DRY <br />DENSITY <br />(P~J L]QUD) <br />LDdIT <br />(%) p~y~C <br />INDEX <br />(%) <br />GRAVEL <br />(%) <br />SAND <br />(%) PASSING <br />No. 200 <br />SIEVE W~RESSIVE <br />STRENGTH <br />(PsF) DESCRIPTION SOIL <br />~ a~ <br /> <br />I 3 20.0 103.3 35 19 85 ],960 Sandy Clay CL <br />1 8 7.2 24 NP 51 39 10 Sand & Gravel SP-GP <br />2 4 18.5 100.0 29 14 61 2,370 Sandy CJay CL <br />2 14 6.2 NV NP 54 37 9 Sand & Gravel SP-GP <br />3 9 23.1 101.7 39 28 94 3,350 Slightly Sandy Clay CL <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />• <br />• <br />r1 <br />U <br />JOB N0. 98-3504 <br />