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A91h. Ask <br /> Now <br /> Moisture I <br /> Dry Density Content Blow/ Sample <br /> lb/ft' % I Ft. No. USCS DESCRIPTION <br /> 0 <br /> IML Tan Very Fine Sandy Silt <br /> 119 10 36-8" I Brawn Sandy Clay <br /> 2 <br /> I <br /> i ML Tan Very Fine Sandy Silt <br /> 4 <br /> i <br /> 6 <br /> I _ <br /> 8 I — <br /> [ML Grades with Slight Clay, Very Hard <br /> 10 I <br /> BORING TEPMINATED AT 10 FOOT DE=- <br /> N=: <br /> EP`T'H.NOT'FS. <br /> i 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> i 3. No Caving Noted. <br /> v <br /> L <br /> U <br /> C <br /> r <br /> I <br /> i <br /> I <br /> I <br /> i <br /> i <br /> I <br /> I <br /> J.H. KLEINFELDER & ASSOCIATES �� <br /> LOG OF BORING NO. PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING B-4 VI <br /> PROJECT NO. 20-2925-01 <br />