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EGG CA.MBRIA Site SHELL 2494 FREMONT ST Engineer J GEPBPANOT <br /> Location CPT-SB27 Date 11 02 05 11 28 <br /> qt ( tsf ) fs ( tsf ) U ( psl ) Rf ( %) SBT <br /> 0 500 0 10 0 300 0 10 I <br /> 0 <br /> Ai r U c i Ua i t Al Ua E I I E I ! I I I undefined <br /> Clay <br /> ' ®Soil Sample Stiff Fine Graine <br /> Clayey Silt <br /> Silt <br /> -20 'Soil Sampl e ` silty SandiSand <br /> ' 1 u Sandy Sil[ <br /> i 1 ' <br /> Solt Sample Silty Sand/Sand <br /> A Silt <br /> I <br /> —40 ®Sol I Sample <br /> a Silty Sand'sand <br /> Clayey Silt <br /> ®Sol l Sampl a Stiff Pine Gralne <br /> Y Clay <br /> H --_ <br /> v —60 - 1 -,SolI Sample -` _ Stiff Fine Gralne <br /> Silt <br /> _ <br /> ® Stiff Fine Graine <br /> SO11 Sample <br /> CL --- <br /> 1 Clayey Silt <br /> —80 Sample Gravelly Sand <br /> {Clayey Silt <br /> ]i7 Stiff Fine Graine <br /> Clayey Silt <br /> Stiff Fine Graine <br /> -I CO Silt <br /> F Stiff Fine Graine <br /> ® GW SampI e --- <br /> Clayey Silt <br /> _--- <br /> Sill <br /> -120 - - - - --- <br /> Silt <br /> Clayey Silt <br /> I <br /> ' ® GW Sample Stiff Fine Graine <br /> Stiff Fine Graine <br /> , Clay <br /> -140 <br /> Stiff Fine Gralne <br /> W SampleI 1 -1 17J I I I I I I I stiff Fine Graine <br /> Max Depth 150 10 (ft) SBT Soil Behavior Type (Robertson 1590) <br /> Depth Inc 0 164 (ft <br />