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Moi0wre <br /> Dry Density Conlmt Slow/ Sample <br /> USCS DESCRIPTION <br /> 0 GROUND SURFACE 1 <br /> -ASPHALT 3 ` <br /> GW gravely SAND: light brown <br /> 2 <br /> o. <br /> p. <br /> 4 SW SAND: brown, fine to medium, minor g° b <br /> silt, dry ; <br /> o <br /> 6 <br /> .d <br /> 8 <br /> SM Silty SAND: lic_ht brown, well _ <br /> 10 sorted, medium fine, dry, very o <br /> dense, t?pSC <br /> + B 1-10f <br /> 12 o <br /> u <br /> I <br /> 14 <br /> 16 <br /> -o <br /> 18 <br /> e o <br /> oI <br /> 20. SAND: brown to grey, fine, moder- <br /> ately sorted, minor coarse and <br /> 72 B-- 720A SP very fine sand, dry becoming <br /> 22 moist downward, very dense, in- <br /> creasing silt downward ° <br /> 24 <br /> e <br /> 26 <br /> 28 <br /> 30 <br /> J.H. ICLEINFELDER & ASSOCIATE S <br /> LOG OF BORING NO. 1 i PLATE <br /> GEOTECHNICAL CCR45ULTANTS • MAIMAI$ 1tslit< `]r]- 1 <br /> OVERHEAD/LODI ` DOOR CORP. <br /> PROJECT NO. W-2001-1 <br />