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KLEINFELDER MOISTURE DENSITY ANALYSES 1 4 g ,.-' ASTKD-1557` -A IitWIM�f M-k r _ k. '� IVIiCII?�. e r �r Ess %Mb Method �k, „ Material-Descri'tion,aridSource, _ �- f�A.< <Desl ": c' �Ma re �r1t C Aggregate Base, Import 140.2 5.7 1* *Previously reported,file no. 204095-03 SUMMARY OF FIELD DENSITY TEST RESULTS Approur to< 1 -s . t vii Mr", w r * a �tfled i Test Date ac ti a- : sj Ory nAon s , tiva No.. 2004 re�44 on r.rSub r d8 eJgh �F Na Co atl otitt�'c{lfan EXCAVATION AREA 1 4121 Northwest Side -5 5.3 128 1 91 95 2 4121 Northeast Side -5 6.8 130 1 93 95 3 4121 South Side -5 5.2 123 1 88 95 4 4121 Retest of No.3 -5 5,8 139 1 99 95 5 4121 Retest of No.2 -5 4.5 133 1 95 95 6 4121 Retest of No. 1 -5 4.2 136 1 97 95 7 4121 North Side -4 6 139 1 99 95 8 4121 Southwest Side 4 5.5 137 1 98 95 9 4121 East Side -3 6.5 138 1 99 95 10 4121 West Side -3 4.5 137 1 97 95 ` 11 4121 West Side -2 4.3 133 1 95 95 12 4121 West Side -1 4.2 137 1 97 95 13 4121 Southwest Side -1 3.6 136 1 97 95 14 4121 Northwest Side -1 4.9 139 1 99 95 15 4122 West Side FSG 5.7 136 1 97 95 ■ 16 4122 Southwest Side FSG 5.8 140 1 99 95 17 4122 Northwest Side FSG 7.4 138 1 1 99 95 18 4122 South Side FSG 4.8 136 1 97 95 3353/ST04R543 Pae 1 of l Aril 23,2004 Accepted engineering and testing procedures were used for these tests. The above data Is presented for information purposes only. In the absence of continuous observations of our personnel at the site,we cannot express an opinion as to the adequacyof rile preparation or overall fill compaction. We do not undertake the guarantee of construction,nor do we relieve the contractor cf his primary responsibility to produce a cornpleted project conforming to othe project plans and specifications. Copyright 2004,Kteinfelder,Inc.