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.. _- - -- -- kn KLEgNFELDER <br /> MOISTURE DENSITY ANALYSES <br /> ASTM A=1557__. <br /> Maximum Optimum Curve <br /> Method Material Description and Source D ' Densi _MoistureContent Number <br /> B Black to brown silty clay with aggregate 100.2 pcf 19.3% 1 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth From Moisteir a Dry Laboratory Specifier/ <br /> Test Date finished `/Dry Density Compaction Relative Relative <br /> No. 2002 Testiacatlon Su rabe`%t. LVei ht P. F. CurveNo. Com action Conmactionj <br /> 1 5/8 Maybeck Road (south) SG 16.8 97 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 j 97 90 <br /> 204619-O1.GOI/ST02RO33 Page 1 of 1 June 6,2002 <br /> Accepted engineering and testing orocedures were used for these tens. -he above data is cr:sented for information purposes on,y. In the absence of continuous observations of our personnel at the site,we cannot express <br /> an opinicr as to the adequacy of site preparation or overall 9 I compaction. We do not undertaee i7e guarantee of construction,nor do we relieve the contractor of his primary respons b,lity to produce a completed project <br /> conforming to the project plans and specifications. copyright 2002 Kieinfeider,Inc. <br />