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Moisture <br /> Dry Density Content Blow/ Sample i <br /> Ih/tip I :a ; Ft. No. USCS DESCRIPTION <br /> � U, Brown very 511ty Fine Very Sandy Clay. <br /> i <br /> SM Brawn Silty Fine Sandy with Minor Gravels. <br /> ML Brown Very Fine Sandy Silt. <br /> M Brawn Silty Fine Sand. <br /> Mij Brown-Tan Very Eine Sandy Silt. <br /> 6 'f <br /> 8 <br /> ; I <br /> 10- <br /> 12- 11 <br /> 012 1' <br /> l <br /> i <br /> I I <br /> 14 <br /> u_ <br /> BORING TERMD ATED AT 15-FOOT DEPTH. <br /> - 16 I 'NOTES <br /> 1. Boring drilled on 2-22-85. <br /> j ! 2. No tree groundwater encountered. <br /> 3. No caving noted. <br /> i <br /> J.H. KLE,INFELDER & ASSOCIATES �� <br /> LOG OF BORING NO. 3 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> V <br /> PROJECT, NO. S-2568-11 <br /> JHK.i,+FORM R-22 <br />