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Mel 1! <br /> IZMIR <br /> f,. M. p <br /> MaisTuu . <br /> 0RT O[NSITT CCNTLNT ATOM <br /> to/Id i DRY WIGtlT {CUNT SAMLI USCs MrAIPTION <br /> 0 D'-2" Asphalt Concrete, <br /> ---- 2'-B' Aggregate base, <br /> 8'-4' Black to dark brown, <br /> 2 CI, sandy silty CLAY, medium <br /> tiff, damp, <br /> 4 _ 4'-9' Light brown, very silty, <br /> very fine SAND, medium <br /> dense, damp, <br /> 6 - 28 3-1 5M : <br /> b <br /> Tan to grayish brown, <br /> very fine sandy SILT, <br /> l0 stiff, damp, <br /> 31 3-2 <br /> rr- <br /> u 12 <br /> w ML <br /> z <br /> 14 <br /> z 5'-21.5' Tan to light brown, very <br /> CL I- <br /> w29 3-3 salty, very fine SAND, <br /> 0 16 mediuLt dense, danp, <br /> 18 <br /> SM <br /> 20 grades less silty with <br /> trace of medium sand at <br /> 40 3-4 20' . <br /> 22 -1 Test Boring terminated at 2 .5 fee <br /> t NFWE <br /> 24 <br /> 25 <br /> 28 <br /> Date Drilled: 4/14/87 <br /> I <br /> - ------ --T -- - <br /> BAW1 S- 10.G._AF-BORING-NO --TB-3- - - --------------- --- <br /> gootechnicai consultants matmriais tasting <br /> ARCO MVPH PACILITX <br /> PROJECT NO. 1525-10 fiiATE: 4/27/87 STOCKTON, CALIFORNIA <br />