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wI sru+IE <br /> DAY Dek3ITT CONTSMT SLOW <br /> X.t t DAT tKKMT EDIPIT UuvRE uses DESCRIPTION <br /> 0'-2" Asphalt Concrete, <br /> 2"-©" Aggregate base, <br /> 8"-3.5' Black to dark brown, <br /> sandy—sllty CLAY, medium stiff; <br /> damp, w_th one metal €rag- <br /> __. 3.5'-9' ment. <br /> 4 Brown to reddish brown, <br /> clayey, silty, very fine <br /> SAND, medium dense, damp, <br /> 22 4-1 <br /> o SM <br /> ---91-13.5' Dark brown to greenish <br /> brown, very clayey, sandy <br /> 10 SILT, medium stiff, damp, <br /> 27 4-2: ML <br /> F- <br /> w. 12 i <br /> u, <br /> 4 <br /> x 13.5'-22' Tan to reddish brown, <br /> — 14 silty, slightly clayey, <br /> x fine SAND, medium dense, . <br /> damp <br /> 16 16 4_3 _ <br /> SM <br /> 1>3 <br /> 20 - <br /> 32 4-4 <br /> 22 - --e 22'-26' Brown, slightly silty, <br /> clean fine SAND, medium j <br /> dense, damp. <br /> 24 SP <br /> 37 4-5- <br /> 26 '26'-29' Greenish brown, silty <br /> clayey fine to very fine <br /> SC SANG, medium dense, damp, <br /> 28 <br /> (Boring leg continues) <br /> j Date Drilled: <br /> ----------- ---- <br /> '�-' BAIBI & C HANG ASSOCtA7ES LOG OF BORING NO. TB--4 P"TE <br /> geatechndcal COnSUIlant>s matsrWa teatkig <br /> ARCO AM/PX rACILITY <br /> -- 7 <br /> PROJECT NO:: 1525-Aa DATE: 4/27/07 STOCKTON, CALIFORNIA <br /> NIMM11 110i M mom <br />