Laserfiche WebLink
Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/its % Ft. No. li USCS DESCRIPTION <br /> 0 <br /> ML Tan Very Fine Sandy Silt <br /> 119 10 36-8" Brown Sandy Clay <br /> 2 - <br /> I <br /> ML Tan Very Fine Sandy Silt <br /> 4 <br /> 6 <br /> I <br /> 8 7 - - <br /> ML Grades with Slight Clay, Very Hard <br /> 10 <br /> BORING TERMINATED AT 10 FOOT DEPTH. <br /> NOTES: <br /> 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> u I <br /> a <br /> LL <br /> C <br /> L <br /> a <br /> O <br /> I <br /> J.H. KLEINFELDER & ASSOCIATES �� <br /> LOG OF BORING NO. PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS IESHNG B-4 VI <br /> PROJECT NO. 20-2925-01 <br /> u s 1111v11. — <br />