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NORTHWEST COLORADO CONSULTANTS <br />TABLE I <br />SUMMARY OF LABORATORY TEST RESULTS <br />SAMPLE LOCATION ATTERBERG LIMITS GRADATION <br />P <br />SOIL or BEDROCK <br />UNIFIED <br />HOLE DEPTH <br />(feet) NATURAL <br />MOISTURE <br />CONTENT <br />(x) NATURAL <br />DRY <br />DENSITY <br />(Pof) LIgUID <br />LIMIT <br />(~) PLASTICI <br />INDEX <br />(~) <br />GRAVEL <br />(X) <br />SAND <br />(X) ERCENT <br />PASSING <br />No. 200 <br />SIEVE UNCONFINED <br />COMPRESSIVE <br />STRENGTH <br />(Paf) DESCRIPTION SOIL <br />C~S_ <br /> <br />I 10 8.8 nv ap 88 34 Very Silty Sandstone SM <br />2 3 8.8 102.1 23 5 37 83 Very Sandy Silt/Clay CL-ML <br />2 8 8.2 91.9 27 8 22 78 Sandy Clay CL <br />3 2 5.8 89.1 20 3 70 30 Silty Sand SM <br />5 4 8.9 105.8 24 7 42 58 10,330 Very Sandy Silt/Clay CL-ML <br />8 4 8.2 108.0 4,010 lleathered Sandstone <br />7 1 7.7 120.5 av np 87 13 Silty Sandstone SM <br />10 1 9.2 27 9 20 80 Sandy Clay CL <br />12 1 11.5 32 14 24 78 Sandy Clay CL <br /> <br /> <br /> <br />JOB NUMBER: 03-5838 <br />