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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 I ximum Optimuli Curve <br /> and Source Dry Densitv Moisture Content Number <br /> Brown silty sand with <br /> Ione clay 117.1 pcf 13.9% 4 <br /> SUM W.,RY OF FIELD DENSITY TEST RESULTS <br /> Depth from Dry Laboratory <br /> Test Finished Moisture Density Compaction Reiative . <br /> No. Date Test Location Subarade(ftf Dry Wt. P.C.F. Curve No. Comoaction . <br /> "S`TVI" TEST PAD <br /> 1 11/04 7' south of 2nd SDRI test 10.9 115 4 98 <br /> 2 11/04 5' north of 2nd SDRI test 10.2 117 4 100 <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for information purp, <br /> In the absence of continuous observations of our personnel at the site, we can not express an opinion as to the adequac <br /> preparation or overall fill compaction. we do not undertake the guarantee of construction, nor do we relieve the contrac <br /> primary responsibility to produce a completed project conforming to the project plans and specifications. <br /> Copyright 1993 Kleinfelder, Inc. <br />