Laserfiche WebLink
} Moisture <br /> Dry Density Content 1310w/ Sample <br /> 1h/10 o Ft. No. USCS DESCRIPTION <br /> F4I ECL Brown Fine Very Sandy Clay. <br /> 2 ! i iML Brown Fine Sandy Silt. <br /> 4 Brown Slightly Clayey Fine Sandy Silt. <br /> i <br /> F <br /> 6 <br /> Fi YL Brown Veer Fine Sandy Silt. <br /> 8 <br /> 10 <br /> I � <br /> F 12 'I <br /> SM Brown Very Silty Fine Sand. <br /> la <br /> j I <br /> a <br /> c 'I RING TERI`�.I=D AT 15-= DEPTH. <br /> =16 TES: <br /> 1. Boring drilled on 2-22-85. <br /> Q 3 2. No free groundwater encountered. <br /> i <br /> 3. No caving noted. <br /> � II <br /> I <br /> E � I <br /> I <br /> 1 <br /> i <br /> E <br /> I � PLATE <br /> J.H. KLEINFELDER & ASSOCIATES �� LOG �F BARING NO. 5 <br /> GEOTECHNICAL CONSULTANTS • .MAIERIALS TESTING VIl <br /> E <br /> PROJECT NO. S-2568-11 <br /> IHK R A FORM R-]'_ <br />