Laserfiche WebLink
....w. -..P, Pd+••^-•eq.•> •••�, 49 yew, °�`a'�'1 :77 r."""� 3�'""""'1 P'"'..'�9 %v.�'®°i ---74 ...•.-•-^...� <br /> bn-+--'n9 Vin+•-.•�..� �- ..�......,a :z--•».r y..�,...J ;:�.-,_„w w...,r--a <br /> EGG <br /> SHAW Site e PRPKI NSON'S Geologist 0. HEPZOG <br /> Location : CPT-1 Date 09: 03. 03 12-. 57 <br /> qt (tsf) fs (tsf) U (psi) Rf {%) SBT <br /> 0 500 0 15 0 400 0 10 0 12 <br /> 0 . <br /> HAND AVGERED i HAND AUGERED H m OTGERED HAND.AUGEM veined <br /> Ent <br /> - ------------ -------- ----- S <br /> -10 ..............----- -------- <br /> Silt <br /> 8aBut <br /> Send <br /> j f Q9 <br /> 6St qty <br /> Silt <br /> -20 -------------------------------------------------------- .__......._.._.._. ............ .....4........... <br /> Clay <br /> Clayey Sfft <br /> Silty Sand/Sand <br /> sandy <br /> -30 ------ ------------ -------------------- ------ >-------------_..._ ---- -------- -- t <br /> .................. Stift Pine Grained <br /> ^ Sllty Sand/Send <br /> 4- <br /> `i goad <br /> C_ —40 ----------- ---------------'s....------------------------ ` <br /> ..................3----_._.____-...___.._ <br /> ............. <br /> Silty9 ftnd/SSa <br /> Q Sllty Band/Sead <br /> Q� Sand <br /> slit <br /> -50 <br /> . C%yey gilt <br /> Silt <br /> clam Slit <br /> Clay <br /> sandy Silt <br /> -60 ------------ ....... ------ -------- .... <br /> ... ... <br /> sandy Silt <br /> ......- CCl�y Sat Grained <br /> Stitt Pine.Grained <br /> Chas <br /> -7 Stiff Pine Grained <br /> sat <br /> —I O .. ...:....................:............................. _. .._.............-:............_......... ...._....._ _...... ..... ...... CIe9 <br /> --_ _. .j... _. <br /> Chayey Silt <br /> ...... Stiff Fine Grained <br /> ClE <br /> j <br /> Cl vey SRt . <br /> , :. stiff Ane Grained <br /> —80 ... .. <br /> -- ._._......_----_- --_. ..._ Cly <br /> Clayey sat <br /> Stiff Pine Grained <br /> ...... <br /> Silt slit <br /> ...... Stiff Floe rained <br /> —90 i clayey Slit <br /> Max Depth 90.06 (ft) SBI. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Ina: 0.164 (ft) <br />