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Moisture <br /> Dry Density Content Wow/ 5ampke i <br /> DESCRIPTION <br /> Ib/ft3 FE. No. 1 USCS <br />- 0 I ML BROWN GREY SLIGHTLY CLAYEY VERY FINE <br /> _ SLIGHTLY SANDY SILT <br /> ML TAN VERY FINE VERY SANDY SILT <br /> ! SM TAN SILTY VERY FINE SAND <br /> f 2 81 7 .8 5 ML LIGHT TAN SILT (MEDIUM STIFF) <br /> ML GRADES WITH VERY FINE SAND <br /> 4 ' g ML GRADES VERY SANDY, WITH SLIGHT CLAY <br /> ► •F <br /> 6 <br /> t ML GRADES WITH LESS SAND (MEDIUM STIFF) <br /> y <br /> 8 I <br /> rML GRADES WITH MORE CLAY <br /> 10- 89 11 .5 10 - <br /> �ML TAN SLIGHTLY CLAYEY SLIGHTLY VERY FINE <br /> SANDY SILT <br /> 12 ML TAN SLIGHTLY CLAYEY VERY <br /> FINE SLIGHTLY <br /> I; --- SANDY SILT <br /> ! ML GRADES WITH MORE SAND <br /> 14 j <br /> I , <br /> " BORING TERMINATED AT 15-FOOT DEPTH. <br /> � I <br /> i t = 16 II NOTES <br />} c i I 1 . BORING DRILLED ON 1-30-90. <br /> p 2. NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> f <br /> ii <br /> 1i <br /> � I <br /> fIi <br /> t <br /> �I <br /> k II <br /> F <br /> N O. 4 PLATE <br /> LOG OF BORING <br /> t KLEINFELDER vat <br /> PROJECT NO. 20-2983-02 <br /> R-2? <br /> J <br />