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DateORM Standard Count <br /> 11-12-91 DensityMoisture <br /> Tech arc i TESTING ENGINEERS INCORPORATED <br /> Test Location Selected By 4181 Power Inn Road, Suite A 3012 j <br /> Compaction Control (] Density Testing [] Sacramento, CA 95826 2 A <br /> Work Request N (916) 454-4441 3 <br /> 9 Mileage 3037 Hours <br /> Average 3009.8 <br /> Test M Mode Location Elev. In-Place Dry In-Place Curve q % Rel . Proj. <br /> Density Density Moisture & Method Comp. Spec ' <br /> PCF <br /> 1 12" Existing gas tank pit area n side 7.1 <br /> -12 137.3 130.2 5.4 95.9 95 <br /> 2 "" s side 7.4 <br /> 138.0 130.6 5.6 96.2 <br /> 3 "" e side 7.3 <br /> 137.7 130.4 5.5 96 <br /> 5 "" 7.7 <br /> s side 136.6 128.9 6.0 95 <br /> 5 "" w side 7.1 <br /> 140.0 132.9 5.3 97 .9 <br /> 6 n side 7.4 <br /> 139.2 131 .8 5.6 97 . 1 <br /> 7 "" s side6.9 <br /> -10 ' 136.6 129.8 5.3 95.6 <br /> 8 "" a side 136.6 129.6 5.4 <br /> 95.5 <br /> 9 "" w side „ <br /> 137.3 130.5 5.2 96.1 <br /> Test Method CURVE DATA <br /> Curve Maximum Optimum Material Description Lab Ref. <br /> A. Calif. 216, N Density Moisture Number NOTE: Test Results constitute the <br /> B. Calif. 216G PCF reporting of factual information <br /> ASTM D-1557 derived from test(s) made by our <br /> 9. AASHO T180 1• 135. 7 6.1% 3/.4" AB laboratory following prescribed <br /> 2• procedures. These test results <br /> should not be considered as an <br /> 3' engineering opinion with respect <br />