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Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 Ib/HT % F6 No. USCS DESCRIPTION <br /> 33 ML Tan Very Fine Sandy Silt <br /> 2 <br /> ML Tan Very Fine to Fine Sandy Silt, <br /> Cemented <br /> 4 103 16 30-5" <br /> 0 Brown Very Fine Sandy Silt <br /> 6 <br /> ML Grades With Slight Clay <br /> 8 - ` - <br /> ML Grades no Clay <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 /> d <br /> d <br /> LL <br /> C <br /> L <br /> c <br /> d <br /> D <br /> J.H. KLEINFELDER & ASSOCIATES �� LOG OF BORING NO. B-1 PLATE <br /> GEOTECHNICAL CONSULTANTS • WTERIALS TESTING III <br /> PROJECT NO. 20-2925-01 <br /> INN A.IORM R-23 <br />