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') I!r • ► .xil N-i y R' r d �• '♦ k i 'Y ��i r d ! I V m wl f -.d r e - r . � w <br /> EGG ADV. GEOENVIRONMENTAL Site: STOLLWOPTH Engineer:E.FISHEP <br /> i <br /> Local on: CPT-05 Dat e: 01: 26: 06 04: 3e <br /> qt ( Isf > fs Cts U ( psi ) Rf C %> SBT <br /> 0 400 0 10 0 500 0 10 1 <br /> -100 <br /> I;{Clayey Silt <br /> Stiff Fine Graine <br /> • Silty Clay <br /> GW Sampl e ;Silt <br /> ;Silty SandiSand <br /> -110i Silt <br /> -- ---- 1 Stiff Fine Graine <br /> i Clayey Silt <br /> {Silty Clay <br /> !Clayey Silt <br /> I Silly <br /> -120 _ -4--GW Sample _.. _ _ -__ Clayey lSllt <br /> -r-------- Sand Silt <br /> - Silt <br /> Clay <br /> I Stiff Fine Graine <br /> Clayey Silt <br /> Silt <br /> {Clayey Silt <br /> -130 - <br /> __.. <br /> _.. .. _ _-__ _.___ Stiff Fine Graine <br /> -�--" --- --- � i Clayey Silt <br /> "--- {S11t <br /> f Stiff Fine Graine <br /> Clayey Silt <br /> /1 a Stiff F1 ne Graine <br /> +-' 1 Claye�L Silt <br /> `-F- S11ty Lla <br /> ' t: <br /> v -14Clayey M0 ;Silt <br /> Stiff Fine Graine <br /> Silt <br /> Stiff Fine Graine <br /> Clayey Silt <br /> Q <br /> Silt <br /> -15D Stiff Fine Graine <br /> ❑ {Clayey Silt <br /> s Silt <br /> -160iClayey Silt <br /> t.___._......-._ Silt <br /> Ji Clayey Silt <br /> - Silty yClay <br /> SiltCl <br /> -1?D -.-.-__-...-__..._-------- ----....._. __...._._ _.____._.... ._... -. ___._ -. -.. .. Clayey Silt <br /> - .Silty Sand/Sand <br /> GW Sample sand <br /> Silty Sand/Sand <br /> 1 <br /> 1 <br /> -leo Sand----- _ -_ _ _ --- _ ----= _ -- - - _.. -.�. <br /> Silty SandiSand <br /> J: Sand <br /> S11ty Sand,Sand <br /> Sand <br /> -190 - _..________.______-____ . - <br /> ... ..___..____ � Silt <br /> t <br /> - Cl aye il <br /> St <br /> Stiff � ne Graine <br /> Silty Cl- <br /> C1 aye Sit <br /> —200 ,' ClIy y Silt <br /> Max. Depth: 200. 13 (f t) SBT: Soil Behavior Type (Pober t son 1 990) <br /> Depth Inc.: 0. 164 (ft) <br />