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U <br />rl <br />11 <br />125 <br />120 <br />1.$- 115 <br />U <br />❑. <br />>1 <br />L <br />0 <br />110 <br />105 <br />PROCTOR TEST REPORT <br />100 <br />12.5 15 17.5 20 22.5 <br />Water content. % <br />"Modified" Proctor, ASTM 1) 1557, method A <br />Elev/ Classification Nat. Sp.G. LL <br />Depth USCS AASHTO Moist. - <br />COMP. 2.65 <br />TEST RESULTS <br />Optimum moisture = 17.1 % <br />Maximum dry density = ioa.o pcf <br />Project No.: A6E3102.02 <br />Project: AUSTIN ROAD LANDFILL <br />Location: R-3 COMPOSITE P-5 AND P-7 <br />STOCKTON. CALIFORNIA <br />Date: MAY 9, 1996 <br />PROCTOR TEST REPORT <br />THE TWINING LABORATORIES, INC. <br />ZAV for <br />Sp. G. <br />2.75 <br />25 27.5 <br />PI % <br />I No .4 1 No .200 <br />I I I <br />MATERIAL DESCRIPTION <br />LIGHT BROWN CLAYEY SAND <br />Remarks: <br />Figure No. - <br />