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a <br /> Moisture <br /> Dry Density Content Blow/ Sample <br /> IWO % Ft. No. U* CS DESCRIt*TION <br /> 50/5" MI, BE.owii Red Sandy Silt <br /> 50/3" SM Red Brown Silty Clayey Sand <br /> 50/2" 31 (Cemented, very dense) <br /> 1 <br /> 46/3" Grades Brown, Less Clay <br /> 1 I ) <br /> .i 41 <br /> 20- <br /> 55 IML Red Brown Sandy Clayey Silt (Hard <br /> 25- <br /> 49/3 i SM. Brown Silty Fine to Medium Sand <br /> II (Cemented) <br /> t <br /> 30- <br /> 30/3" ! , <br /> v <br /> 35- <br /> 50/2' ML Brown Sandy Clayey Silt (Hard) <br /> c <br /> r <br /> 40- <br /> 50/2" 31 SM Red Brown Silty Fine to Medium <br /> Sand <br /> ® <br /> 45- 11 <br /> I i (Cemented) <br /> 50/3 <br /> I � <br /> 5 , <br /> BORING TERMINATED AT 51 FOOT <br /> DEPTH. <br /> ! NOTES : <br /> I 1. Boring Drilled on 7-15-86. <br /> 2 . No Free Groundwater Encounter d. <br /> 3. No Caving Noted. <br /> I ! <br /> l : <br /> I <br /> LOG OF BORING NO. 3 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES A-47 <br /> GEOTECHNICAL CONSULTANTS • MATERIALS IESTINC; <br />