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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/ft, . Ft. No, USCS DESCRIPTION <br /> 0 <br /> ML GREY BROWN VERY CLAYEY SILT <br /> CL <br /> 2 6 <br /> ' L TAN VERY FINE SLIGHTLY SANDY CLAYEY <br /> SILT (MEDIUM STIFF) <br /> p I d ML TAN VERY FINE SANDY SILT (SOFT) <br /> ML TAN SILT ( SOFT) <br /> 8 ML TAN VERY FINE SLIGHTLY SANDY CLAYEY <br /> SILT <br /> 10- <br /> 12- <br /> 14- <br /> 01214 j ML GRADES WITH SOME SMALL GRAVEL <br /> u ! <br /> U i <br /> i6 ML LIGHT TAN SLIGH'T'LY CLAYEY VERY FINE <br /> SANDY SILT <br /> 18 i CL TAN VERY FINE SLIGHTLY SANDY VERY SILTY <br /> CLAY WITH SOME GRAVEL <br /> IE I ; it <br /> r- 20 i <br /> 22 AML TAN SANDY GRAVELLY CLAYEY SILT <br /> F I _ <br /> AGM SLIGHTLY SILTY SAND & GRAVEL <br /> 24- <br /> F 4 i , .� <br /> I _ <br /> -_ 26 IGM SILTY FINE TO COARSE_ SANDY GRAVEL <br /> (GRAVEL TO 4" DIAMETER) <br /> 28- <br /> 30— <br /> F <br /> 830F I <br /> 32 <br /> CONTINUED ON NEXT PAGE <br /> LOG OF BORING NO. 5 PLATE <br /> F. &" KLEIN FELDER 1-OF 2 <br /> vii <br /> PROJECT NO. 20-2949--08 <br /> 1" R_2Z <br />