Laserfiche WebLink
_ Moisture <br /> Dry Density Content Blow/ Sample <br /> O Ib/ftp % Ft. No. USCS DESCRIPTION <br /> 33 ML Tan Very Fine Sandy Silt <br /> 2 — <br /> ML Tan Very Fine to Fine Sandy Silt, <br /> L Cemented <br /> 4 103 16 30-5" 1 ML grown Very Fine Sandy Silt <br /> 6 ML Grades With Slight Clay <br /> I <br /> 8 L _ <br /> ML Grades no Clay <br /> 10 <br /> BORTNG TFRvMZA= AT 10 FOOT DEi. <br /> N=S: <br /> 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater countered. <br /> j 3. No Caving Noted. <br /> Z <br /> W <br /> W <br /> L <br /> LOG OF BORING NO. <br /> r <br /> 1.H. KLEINFELDER & ASSOCIATES �� B-1 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING III <br /> PROJECT NO. 20-2925-01 <br />