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F, <br /> Moisture <br /> Dry Density Content Blow/ sample <br />- Q lblW e Ft_ No, USCS DESCREPTION <br /> y CL Brown Very Silty Fine Very Sandy Clay. <br /> 2 j 77= Brawn Very Fine Very Sandy Silt. <br /> Ff <br /> FF Q MM Brown Clayey Very Pine Sandy Silt. <br /> I <br /> 6 I <br /> F <br /> 8 <br /> 10 <br /> I , <br /> I <br /> 12 I <br /> + 14 <br /> 66 <br /> I <br /> - 16 <br /> 18 Grades with mare Rock. <br /> I <br /> I <br /> 20 <br /> 22 ML Grades with no Rocks. <br /> F <br /> 24- <br /> F <br /> ' <br /> 26 <br /> I BORING TERMINATED AT 25-FOOT DEPTH. <br /> NOTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> F <br /> 3. No caving noted. <br /> Ir <br /> r~ J.H. KLHNFELDER & ASSOCIATES kP <br /> LOG OF BORING NO. 2 PLATE <br /> GEOTECHNICAL CONSULTANTS • 1AAfEP,:A15 TESTING <br /> i IV <br /> PROJECT NO. S-2568-10 <br /> IMK,%a FORM R-22 <br />