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0 <br />2 <br />4 <br />6 <br />II <br />10 <br />-30 <br />32 <br />a <br />44 <br />r <br />CL <br />W <br />0 <br />ci <br />E <br />J.H. KLEINFELDER & ASSOCIATES <br />�� <br />CEOTECNNICAI CONSULTANTS . MATERIALS TESTING <br />LOG OF BORING NO. 1PLATE <br />16*4 <br />Moitlore <br />Dry Density I <br />Ip/N' <br />Content <br />X <br />Blow/ :Sample <br />FI. No. USCS <br />DESCRIPTION <br />CL <br />Brown silty Very Fine Sandy Clay. <br />Brown Slightly Clayey Fine Sandy Silt. <br />IML <br />MS. <br />Same Light -Bryan. <br />ML <br />Same Minor Rocks Mixed in. <br />ML <br />Same No Rocks. <br />L <br />y <br />Broom Fine Sand to Gravel Very Clayey <br />I <br />Silt with Rocks to 3'". <br />I <br />Brom Fine Very Sandy Silt. <br />I <br />ML <br />Same Very Moist. <br />8 <br />BoRiNG TERS'fM= AT 50 -FOOT DERri'H. <br />N= -. <br />1. Boring drilled on 2-22-85. <br />2. No free groundwater encountered. <br />3. No caving noted. <br />J.H. KLEINFELDER & ASSOCIATES <br />�� <br />CEOTECNNICAI CONSULTANTS . MATERIALS TESTING <br />LOG OF BORING NO. 1PLATE <br />16*4 <br />