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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/ft3 u Ft. No. USCS DESCRIPTION <br /> ML GREY BROWN VERY CLAYEY SILT <br /> 2 6 <br /> t <br /> CL <br /> ML TAN VERY FINE SLIGHTLY SANDY CLAYEY <br /> SILT (MEDIUM STIFF) <br /> -- <br /> i 4 ML TAN VERY FINE SANDY SILT (SOFT) <br /> 6— <br /> �� <br /> ML TAN SILT (SOFT) <br /> $ ML TAN VERY FINE SLIGHTLY SANDY CLAYEY <br /> SILT <br /> 10- <br /> 12- <br /> 14- <br /> ',ML <br /> 01214 ML GRADES WITH SOME SMALL GRAVEL <br /> I <br /> 16 , ML LIGHT TAN SLIGHTLY CLAYEY VERY FINE <br /> FF C i SANDY SILT <br /> ' I , <br /> 18 I CL TAN VERY FINE SLIGHTLY SANDY VERY SILTY <br /> + CLAY WITH SOME GRAVEL <br /> I <br /> 22 IML TAN SANDY GRAVELLY CLAYEY SILT <br /> E I IGM SLIGHTLY SILTY SAND & GRAVEL <br />-� 24 I GP <br /> 26 IGM SILTY FINE TO COARSE SANDY GRAVEL <br /> �I (GRAVEL TO 4" DIAMETER) <br /> 28- <br /> 30- <br /> 32 <br /> 83032 <br /> CONTINUM ON NEXT PAGE <br /> LOG OF BORING NO. 5 PLATE <br /> K" KLEI N FELDER 1 .OF2 <br /> VII <br /> PROJECT NO. 20-2949-08 <br /> R-22 JII <br /> .. - 7 <br /> I <br />