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K] <br />PROCTOR TEST REPORT <br />100 <br />:10 12.5 15 17.5 <br />Water content. X <br />"Modified" Proctor. ASTM D 1557, Method A <br />20 22.5 25 <br />ZAV for <br />Sp.G.= <br />2.60 <br />Elev/ <br />Depth <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />125 <br />% < <br />No.20C <br />USCS <br />AASHTO <br />120 <br />115 <br />U <br />COMP. <br />CL <br />2.65 <br />4-J <br />TEST RESULTS <br />MATERIAL <br />DESCRIPTION <br />C <br />aj <br />110 <br />GREY BROWN CLAY <br />,C) <br />Maximum dry density = 111.4 <br />pCf <br />L <br />Remarks: <br />O <br />No.: ASE3102.02 <br />to <br />Project: <br />AUSTIN ROAD LANDFILL <br />105 <br />K] <br />PROCTOR TEST REPORT <br />100 <br />:10 12.5 15 17.5 <br />Water content. X <br />"Modified" Proctor. ASTM D 1557, Method A <br />20 22.5 25 <br />ZAV for <br />Sp.G.= <br />2.60 <br />Elev/ <br />Depth <br />Classification <br />Nat. <br />Moist. <br />Sp.G. <br />LL <br />PI <br />% > <br />No.4 <br />% < <br />No.20C <br />USCS <br />AASHTO <br />COMP. <br />2.65 <br />TEST RESULTS <br />MATERIAL <br />DESCRIPTION <br />Optimum moisture 17.9 % <br />GREY BROWN CLAY <br />Maximum dry density = 111.4 <br />pCf <br />Remarks: <br />Project <br />No.: ASE3102.02 <br />Project: <br />AUSTIN ROAD LANDFILL <br />Location: R-1 COMPOSITE P-2. P-3. P-4 <br />AND P-7 <br />STOCKTON. CALIFORNIA <br />Date: MAY 9, 1996 <br />PROCTOR TEST REPORT <br />THE <br />TWINING LABORATORIES, <br />-INC. <br />Figure No. <br />