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This software is licensed to: ENGEO CPT name:CPT-01 CPT basic interpretation plots (normalized) Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type z z ----- -- -------------- z - -------------------- - 2 2 -Vqr sll d l ' n 4 .. ........................ 4............ ....................... 4 .. ................. .. ...... 4 4 Ci0y;c 6 6 6 6 6 Si y�80d 8r$EA '6 4 8 8 8 -- - 8 8 - - -- - _ -ay;--si- ca�v--; -'84 sand:&,`sandy s.t 10 ---------- ----- -------------------- 10 ------ --- ----------- ----- ---- 10 ----------- --------------------------- 10 10 - �alhd,�-Salldy sit 12 --------- 12 -------------' ---- ---- 12 - 12 12 - Ely 14 - .... --------- 14 -- --- 14- ---- ------------------ --- - 14 ' 14 16 .. ............:..........--------- 16 -------------- .............. 16 .... ............4................_ 16 16 18 --- ------------?-------- ------ 18 -----i----- '------;----- ------ is ---- ------------------------------ 18 18 - 22 - --------------- ----- ------ 22 ------*---- -------------- ----- 22 --- - - 22 22 - lay; w 24 ;----- 24 ----- * = 24 24 ."�. 24 aysil 01aw L ________ L L L L n 26 --------------- ----------- n 26 ----- :------- n 26 ---- -----F---- ---- --- -- n 26- 0. 26 a) a) v a� a) o o . , 28 ............................. ..... 28 .._. ...._...,_..._..�_..._..._..._. 28 ..... ..................------,------ 28 28 ...,...,.........., 30 --------=--------t---------'---- 30 ---- t-------,----------------------- 30 -- -------------------------- -- 30 30 - - - - - - - ari 32 ----------------------------- -------- 32----- -- 32 ----- .................... - 32 32 - 34 -------- ---- ----- -------- 34 ---- ---- --------------- 34 ----- ---- ---;----- 34 34 :Sand 36 -------- 36 36 - - -----4-----4------------- 36 36 - - 38 ;------------- 38 ----- -----------------;---- --- 38 - - 38 38 ;- --- S4nd&si Said ,e1��di 40 ..._..._ ............................. 40 ............................._..._. 40 ..... .....;._...;..._.;------------ 40 40 fi 4049- �-$fid 42 ---- --t--------;-------- -------- 42 ------:---- ------t------i------- 42 - ----------- 42 42 - - - - - - - 44 -- ---`--------=--------'--------- 44 ------' - ---- 44 -- ----------- -- -- -- 44 44- ----------- - - - �Yi&S�Ity 0la�y 46 - ------------------ ---- -------- 46 ----- '---- ---- -------------- 46 ---- ----------- I---- ------- 46 46 - -;Siftysafid�-Sal3cfji sBf 48 ..... 48 48 --- ----------------- --- -- 48 48 - Sdnd&si�jiat1d 50 --- 1 50 -------------------- 50 ---- -------------- 50 50 ............................................. 0 50 100 150 20( 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 0 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 Qtn Fr(%) Bq Ic(Robertson 1990) SBTn(Robertson 1990) Input parameters and analysis data Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBTn legend Fines correction method: Robertson(2009) Average results interval: 3 Transition detect.applied: Yes Points to test: Based on Ic value Ic cut-off value: 2.60 KQapplied: Yes 1.Sensitive fine grained 0 4.Clayey silt to silty 7.Gravely sand to sand 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 Peak ground acceleration: 0.51 Use fill: No Limit depth applied: No Depth to water table(insitu): 7.00 ft Fill height: N/A Limit depth: N/A [J 3.Clay to silty clay 0 6.Clean sand to silty sand ❑ 9.Very stiff fine grained CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:28 PM 10 Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq