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This software is licensed to: ENGEO CPT name:CPT-09 <br /> CPT basic interpretation plots <br /> Cone resistance Friction Ratio Pore pressure SBT Plot Soil Behaviour Type <br /> 2 -- -------------7---------;- ------- 2 - -- ---- ---- 2 ---- -------- ----- 2 2 - <br /> -SaG Si( <br /> 4 .. ................................... q ... :_..._.4._... 4 ................... _..._. 4 4 <br /> : :.. <br /> �Cl�yi&Sil�dlay ' <br /> S11!ty--F9fd: Sa�idysBf- <br /> 6 6................ ------ --- 6 .................... ...... 6 6 :Clay, <br /> - - - ay-- <br /> 10 ------- --------i--------- -------- 10 -------------- ------i----- ----- 10 ------------------------ 10 10 <br /> - <br /> ay: <br /> 12 -------------------------- -------- 12 ------'--- ----`------'------- 12­1---- --`----------------------- 12 12- <br /> 14 <br /> 2 14 14 14 IraSlhl-'- 14 14 <br /> 16 ------:........:.................. 16 -------------- ..................... 16 ................................. 16 16 <br /> •-:Clay;&-'silty cla�'r-- -- -- <br /> 18 ------------------------------------ 18 ---- ---- ------------------------ 18 -------------------------- 18 18 - <br /> :ClayA silty Clair <br /> 20 ------- 20 20 20 20 <br /> Clay; <br /> 22 ------ 22 --- --- --- 22 22 22 - <br /> 24 F 24 � 24 24 .��. 24 <br /> -- ;-- i I Sah ? Salh '-sit <br /> ' ........ n 26 ;------- --•---;---•--- n 26 ._... ----- - n 26 n 26 <br /> ;Sand&siltyy'sand i i <br /> 0 0 0 0 oi4tyyal9d;�r gaudy sit <br /> 28 --••- 28 -- -- --- -- 28 -- -- ----- zs za SiEtY.SS3vd: .S� �ltdt_ <br /> 30 ------ <br /> --------' -------- -------- 30 ---- ------'-------`---•--'•--••-- 30 -'--- ----------- -•-------------•-- 30 30 <br /> d'sit- <br /> 32 ----- 32 --- -•-----------------••--..•--••-. 32 - 32 32 <br /> --------- ------ --- ------•------ ----- <br /> 34 34 34 --- 34 34d S�t- <br /> &sl -sa` <br /> ,I�6apd -S <br /> 36 -------- ---- ------ -------- 36 ---- ---- ------ 36 -------------- ------- 36 36 - <br /> 38 i------------------ 38- <br /> ------- --- --------------------------------- 38 ----- --- ----------- 38 38 - <br /> :Sand&sib yy'sand <br /> = , <br /> 42 ----••-- ---------------- -`-------- 42 -- ----------------------------------- 42 -'------•-•-`-- ------'----- ----•-- 42 42 --- <br /> 44 --------i------- t 44 -----t----- -- ---- 44 ----- ----------- 44 44 <br /> -San�- <br /> 46 -------- ---- ----- -------- 46 ---- ---- ------ 46 --- -- 46 46 - <br /> 48 :' --- '-------- 48 ----- -- 48 ----- •••-• . 48 48 <br /> 50 ----•--- --------=---- ------------ 50 ' ----------------- 50 -4----------' 50- -— 50 <br /> 100 200 300 0 2 4 6 8 10 0 5 10 15 1 2 3 4 0 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 <br /> qt(tsf) Rf(%) u(psi) Ic(SBT) SBT(Robertson et al. 1986) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill went: N/A SBT legend <br /> Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes <br /> Points to test: Based on Ic value Ic cut-off value: 2.60 KQapplied: Yes 1.Sensitive fine grained 4.Clayey silt to silty 7.Gravely sand to sand <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behavior appled: All soils E] 2.Organic material ■ 5.Silty sand to sandy silt ■ 8.Very stiff sand to <br /> Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No <br /> Depth to water table(insitu): 13.00 ft Fill height: N/A Limit depth: N/A [J 3.Clay to silty clay 6.Clean sand to silty sand ❑ 9.Very stiff fine grained <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:33 PM 58 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />