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Ra+s+vu <br /> Dir UNS+rr CCRrc++r ILDW <br /> +7 ! DAY 1RIL"1 CDwi s+wt! USCI DLSCIII►Tlap <br /> G 0'-2" Asphalt Concrete, <br /> 2"-8" Aggregate base, <br /> 2 42.1 13.4 8 1-1 8"-6.5' Black to dark brown, <br /> clayey to silty, fine to <br /> coarse SAND, loose, damp <br /> 4 SC t, moist, with fragments <br /> of glass, brick, wood and <br /> scrap metal (FILL;, <br /> 6 66.4 21.0 3 1-2 --- 6.5'-8' Tan to light brown sandy <br /> SILT, medium stiff, moist, <br /> ML <br /> B --- 8'-14' Light greenish brown, <br /> very fine, clayey silty <br /> SAND, medium dense, damp, <br /> 10 - <br /> 33 1-3 SM <br /> ti <br /> W 12 <br /> x <br /> 14 — 14'-I8' Light brown to gray, <br /> x very clayey, very fine <br /> ►- SAND, loose, damp, <br /> w 16 13 1-4 SC <br /> 0 <br /> 18 181 -21.5' Brown clayey silty fine <br /> SAND, medium dense, damp. <br /> 20 SM <br /> 35 1-5 <br /> 22 - Test Boring terminated at 21.5 feet. <br /> NFWE <br /> 24 <br /> now 26 <br /> 28 <br /> Date Drilled: 4/14/87 <br /> R /may � ♦ s.�,.. ..�.®�� <br /> BALBI & CHANG A�SS00AT5 LOQ OF BORING NO- TB-1 PLATE <br /> geotechnical cont u tants materials togtktp <br /> ARCO AWF9 FACILITr <br /> PROJECT N0. 1.525-10 DATE: 4/27/87 STOCKTON, CALIFORNIA <br /> f <br /> rC 'It OF THIS <br /> CANNOTBE <br /> IMPROVED ' M TO <br /> CONDITIONG C .G <br />