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II <br /> MOISTURE <br /> DAY DENSITY CONTENT /LOV <br /> s Doty WEIGHT COUNT SAMPLE USCS DESCRIPTION <br /> 0 0'-2" Asphalt Concrete, <br /> '— 2"-8" Aggregate base, <br /> 2 92 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 to moist, with fragments <br /> of glass, brick, wood and <br /> scrap metal (FILL) , <br /> 5 66.4 21.0 3 1-2 6.5'-8' Tan to light brown sandy <br /> SILT, medium stiff, moist, <br /> ML <br /> 8 — 8'-14' Light greenish brown, <br /> very fine, clayey silty <br /> 10 SAND, medium dense, damp, <br /> a� 33 1-3 SM <br /> W <br /> 12 - <br /> 14 - <br /> 214 14'-18' Light brown to gray, <br /> = very clayey, very fine <br /> CL SAND, loose, damp, <br /> W 16 13 1-4 SC <br /> Cx <br /> 18 18'-21.5' Brown clayey silty fine <br /> SAND, medium dense, damp. <br /> 20 Sm <br /> 35 1-5 <br /> 22 - <br /> Test Boring terminated at 21.5 feet. <br /> NFWE <br /> 24 <br /> 26 <br /> 28 <br /> Date Drilled : 4/14/87 <br /> • j3AM & CFMC ASS"OSOGATE LOG OF BARING N o <br /> Ao �� I KATE <br /> ARCO WPM )N ACXLI VY 41 <br /> PROJECT No.W 1525-.10 DATA: /27/e7 STOCRTM, CAL31 ORNIA <br />