Laserfiche WebLink
File No. 20-1162-96 v R■ KLEINFELDER <br /> December 31, 1996 <br /> Page 1 of 1 <br /> TABLE I <br /> MOISTURE DENSITY ANALYSES <br /> ASTM D-1557, METHOD "A" <br /> Maximum Optimum Curve <br /> Material Description and Source Dry Density Moisture Content Number <br /> Brown silty fine sand, native 128.3 pcf 10.3% 1 <br /> Brown silty fine sand, native (check point) 125.1 pcf 11.3% la <br /> ASTM D-1667, METHOD "C" <br /> Aggregate base, import 142.0 pcf 5.7% 2* <br /> Recycled aggregate base, import 116.0 pcf 14.1% ** <br /> * Previously reported, File No. 20-1157-03 ** Pre-sampled but not used <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth From Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> No. Date Test Location Subgrade(ft.) % Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> 1 42-19 Southeast corner -8.5 9.9 120 1 93 90 <br /> 2 12-19 Southwest corner -8.5 10.7 123 1 95 90 <br /> 3 12-19 North center -7.0 13.1 119 1 93 90 <br /> 4 12-19 Southwest corner -6.0 12.0 120 1 93 90 <br /> 5 12-19 Southeast corner -5.0 9.8 115 1 90 90 <br /> 6 12-19 North center -5.0 14.0 116 1 90 90 <br /> 7 12-20 South side -5.0 10.7 117 1 91 90 <br /> 8 12-20 North side -4.0 10.9 120 1 93 90 <br /> 9 12-20 Center -3.0 11.4 125 1 97 90 <br /> 10 12-20 Southwest corner -2.0 11.6 119 1 92 90 <br /> 11 12-20 Northeast corner -1.0 6.3 120 1 93 90 <br /> 12 12-20 North side FAB 4.1 135 2 95 90 <br /> 13 12-20 South side FAB 5.6 135 2 95 90 <br /> Ae,c t eo,�nng W indn,Posed a ven used fw ihne It�i. lTe eEwe dale i.Pm fee tntd anon puppu only. In use.bene or ododa a obervu of nr <br /> pW po du o Uc.ire,we oje.eipuw ia opmim <br /> Ln the Wryuscy of Site Pnyantim a orcNl fin canquciim. We do M uMeiu9e 0,e guarwec or cwetrvctiaa nor do we nlieve dr contractor of Itis PrirusrY mpmbiliry b produce.ompMN projac,eaMorinio{to Ux <br /> pr jm phoa W ePxif dim. Copyd&1996 KlemreN .Irc. <br />