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A _ <br /> .; WI <br /> .,.... <br /> M,I SruM <br /> p y.r o[ss err CONT[NT ll4v <br /> is t DILT x I,., COUNT uwu Usti "Scot IPTIGw <br /> p 0'-2" Asphalt Concrete, <br /> 2"-7" Aggregate base, <br /> 7"-4' Black to dark brown, <br /> 2 _ slightly sandy, silty <br /> 103.3 20.1 17 2-1 CL CLAY, medium stiff, moist <br /> 4'-8' Brown to rusty brown, <br /> 4 very fine, slightly <br /> clayey, :silty SAND, dense <br /> damp, <br /> 6 108.8 16.0 42 2-2 SM <br /> 8'-17' Light brown to tan, very <br /> - <br /> 8 fine sandy SILT, medium <br /> stiff, damp, <br /> 10 - <br /> 17 2-3 <br /> M <br /> W 12 - <br /> La <br /> 2LL ML <br /> X <br /> 14 <br /> x - <br /> r <br /> a <br /> 16 18 2-4 <br /> 171-21.5' nark brown, very silty, <br /> fine SAND, dense, damp. <br /> 18 <br /> ism 20 s� <br /> 40 2-5 <br /> Mael2 _ Test Boring terminated at 21.5 feet. <br /> NFWE <br /> mom 24 <br /> 26 <br /> 28 <br /> Date Drilled: 4/14/87 <br /> .✓ PLATE <br /> BAIBI & CHANG ASSOCIATES LOG OF BRING NO. TB-2 <br /> t <br /> goOteGGtM11C81 CL1[1gU aMp rtTa4Ki41d t0d11f1Q ARCO 1►M/IPIR F]1CILITX 5 <br /> P OJECT NO. 1525-10 DATE: 4/27/87 SY'ocs T*M, ciLLTFORNIl1 <br />