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File No. 20-1008-49.001 <br /> December 3, 1993 <br /> Page 1 of 1 <br /> TABLE I <br /> MOISTURE DENSITY ANALYSES <br /> ASTM D-1557, METHOD "A" <br /> Material Description Maximum Optimum Curve <br /> and Source Dry Densily Moisture Content Number <br /> Brown silty sand with <br /> Ione clay 117.1 pcf 13.9% 4 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth from Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> No. Date Test Location gW2SKAdeLftL Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> "ISM" TEST PAD <br /> 1 11/04 7' south of 2nd SDRI test 10.9 115 4 98 95 <br /> 2 11/04 51 north of 2nd SDRI test 10.2 117 4 100 95 <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. <br /> In the absence of continuous observations of our personnel at the site, we can not express an opinion as to the adequacy of site <br /> preparation or overall fill compaction. we do not undertake the guarantee of construction, nor do we relieve the contractor of his <br /> primary responsibility to produce a completed project conforming to the project plans and specifications. <br /> Copyright 1993 KLeinfelder, Inc. <br />