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FORM Standard Count <br /> UaLe 11-13-91 Density Moit <br /> Tech Marcki TESTING ENGINEERS INCORPORATED <br /> Test on Selected By 4181 Power Inn Road, Suite A 3019 Kj604 _ <br /> Compaction Control [] Density Testing [] Sacramento, CA 95826 3010 <br /> Work Request # (916) 454-4441 3012 <br /> 3021 <br /> Mileage 2986 HoursAverage 3009.6 <br /> Test # Mode Location Elev. In-Place Dry In-Place Curve # % Rel . Proj. <br /> Density Density Moisture & Method Comp. Spec <br /> PCF <br /> 1 12" Existing gas tank Pit sw corner 6.8 <br /> -9 137 . 1 130.4 5.2 96 95 <br /> 2 "" ne corner „ 7.1 <br /> 137.2 130. 1 5.4 95.8 „ <br /> 3 " "" n side 6.8 <br /> 138.0 131 .2 5. 1 96.6 <br /> 4 8. 1 <br /> "" a side -8' 139. 1 131 .0 6.1 96.5 <br /> 5 center of pit 7.5 <br /> 139.6 132. 1 5.6 97.3 <br /> 6 south side 7.4 <br /> 138.7 131 .3 5.6 96.7 <br /> 77.3 <br /> w corner -7' 136.7 129.3 5.7 95.3 <br /> 8 n side 6.8 <br /> 134. 2 127.4 5.3 93.8 <br /> 9 center of pit 7.4 <br /> 140. 1 132.6 5.6 97.7 <br /> 10 Retest #8137.8 6.6 <br /> " 131 .2 5.0 96.6 <br /> fest t4ethod CURVE DATA <br /> Curve Maximum Optimum Material Description Lab Ref. <br /> Calif. 216F # Density Moisture Number NOTE: Test Results constitute the <br /> Calif. 216G PCF reporting of factual information <br /> ASTM D-1557 1. derived from test(s) made by our <br /> AASHO T180135.7 6.1% 3/4" AB laboratory following prescribed <br /> 2• procedures. These test results <br /> 3' should not be considered as an <br /> engineering opinion with respect <br />