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1. <br /> File No. 20-1008-49.001 <br /> June 22, 1993 <br /> age 1 of 4 <br /> TABLE I <br /> MOISTURE DENSITY ANALYSES <br /> ASTM D-1557, METHOD 'A' <br /> Material Description Maximum Optimum Curve <br /> and Source Dry Density Moisture Content Number <br /> Brown silty sand, <br /> borrow area 120.8 pcf 12.5% 1 <br /> Brown sandy silt <br /> with lone clay 114.0 pcf 18.6% 2 <br /> Brown sand with <br /> Ione clay 122.0 pcf 12.0% 3 <br /> Brown silty sand <br /> with lone clay 117.1 pcf 13.9% 4 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Dry Laboratory Specified <br /> Test Moisture Density Compaction Relative Relative <br /> No. Este Test Location % Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> Test Pad Foundation Laxer <br /> 1 04/16 12' South and 18' west of <br /> Northeast comer 13.5 106 1 88 90 <br /> 2 04/16 15' North and 18' west of <br /> southeast comer 13.1 109 1 90 90 <br /> 3 04/16 Center of pad 14.5 104 1 86 90 <br /> 4 04/16 10' south and 20' east of <br /> northwest comer 14.9 105 1 87 90 <br /> 5 04/16 15' north and 18' east of <br /> southwest comer 13.6 110 1 91 90 <br /> 0 <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 KteinfeLder, Inc. <br />