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"M STURE <br /> DRY DENSITY CONTENT ILOW <br /> XfI3 i DRY UEICNT 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 /> 6 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 /> SAND, medium dense, damp, <br /> 10 - <br /> 33 1-3 SM <br /> 12 <br /> LL <br /> ? 14 14'-18' Light brown to gray, <br /> = very clayey, very fine <br /> SAND, loose, damp, <br /> CL 16 13 1-4 SC <br /> a <br /> 18 18'-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 /> 26 <br /> 28 <br /> Date Drilled : 4/14/87 <br /> �-- BAM & CHANG ASSOCIATES LOG OF BORING NO. Tg- I P "TIE <br /> geotechnical consultants - fnaterials testing <br /> ARCO AK/PM FACILITY 4 <br /> PROJECT NO. 1525-10 DATE: 4/27/97 ST'OCKTON, CALIFORNIA <br />