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• ~ 130 <br />125 <br />1zD <br />11; <br />n <br />u <br />I • <br />11 <br />LL <br />V <br />d <br /> <br />} <br />F <br />Ul <br />Z <br />W <br />O <br /> <br />Y <br />IC <br />D <br />__ <br />0 5 10 15 20 <br />25 30 <br />35 <br /> -MOISTURECONTENT-% <br /> Sample Description Sand gravelly silty reddish brown (SC-SM) LIQUID LIMB 25 % <br /> PLASTICITY INDEX 7 % <br /> Location TH-8: 4-9 ft GRAVEL 28 % <br /> SAND 34 % <br /> Compaction Test Procedure ASTM D fi98 SILT AND cuv 38 % <br /> METHOD "B" <br /> Compaction <br /> Test Results P;e. A.7 <br />Job No. 28,585 <br />• Exh. 7-20F-25 Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />