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---- KL EI IN F E L D E R <br /> MOISTURE DENSITY ANALYSES <br /> ASTM D-1557 <br /> Maximum Optimum Curve <br /> Method Materia(Desai tion and Source Q:y Demi Moisture,Content Humber <br /> B Black to brown silty clay with aggregate 100.2 pcf 19.3% 1 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth'Fro li Mdisturo Dry. laboratory' SpecN, <br /> Test Date FNI.hed "/o Dry Deastty, Cornpecifon Relative. Relaiwe <br /> No. 2002 Test Locatfon Su ode 4 Wei fit . A.C.E. . curve No.. Com don Com action <br /> 1 5/8 Maybeck Road (south) SG 16.8 97 1 1 97 90 <br /> 2 5/8 Mueller Road (south) SG 14.8 101 1 100 90 <br /> 3 5/8 Mueller Road (north) SG 17.1 105 1 100 90 <br /> 4 5/8 Roberts Road (west) SG 13.6 107 1 100 90 <br /> 5 5/8 Roberts Road (central) SG 15.1 100 1 100 90 <br /> 6 5/8 Roberts Road (east) SG 18.3 97 1 97 90 <br /> 20-4619-0LG01/ST02R033 Page I of 1 June 6,2002 <br /> Accepted engineering and testing procedures were used fo,!hese tests. The above data is presented for information purposes only. In the aosence of continuous ooservabons of our pemoncei at the site,we cannot express <br /> an opinion as to the adequacy of site preparation or overal!fill compaction. We do not undertake the guarantee of construction,nor do we re:ieve the contractor of his primary esponsibility to prodcce a completed protect <br /> conforming to the proiocl pians ano specifications. Copyright 2002 Klemfelcer,Inc. <br />