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6 <br />11 <br />E <br />PROCTOR TE ST REPORT <br />125 <br />120 <br />105 <br />100 . . . . <br />12.5 15 17.5 20 <br />Water content. % <br />"Modified" Proctor. ASTM 0 1557. Method A <br />ZAV for <br />Sp. G. <br />2.80 <br />22.5 25 27.5 <br />Elev/ <br />Classification <br />Nat. <br />Sp.G. <br />LL <br />PI <br />% > <br />% < <br />USCS <br />AASHTO <br />Depth <br />Moist. <br />No.4 <br />No.200 <br />0-3.0 <br />2.65 <br />-- <br />TEST RESULTS <br />MATERIAL <br />DESCRIPTION <br />Optimum moisture = 17.0 % <br />OLIVE BROWN <br />CLAY <br />Maximum dry density = 113.6 Pcf <br />Remarks: <br />Project <br />No.: A6E3102.02 <br />Project: <br />AUSTIN ROAD LANDFILL <br />Locatlon: R-2 COMPOSITE P-1. P-5. P-6 AND P-6 <br />STOCKTON. CALIFORNIA <br />Date: MAY 9, 1996 <br />PROCTOR TEST REPORT <br />THE <br />TWINING LABORATORIES, INC. <br />Figure No. <br />