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This software is licensed to: ENGEO CPT name:CPT-03 CPT basic interpretation plots (normalized) Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type 2 2 --- -- ---- ---- 2 - -- - -- ------ 2 2 @I:y:dPJISE/StlOS011_: 4 ; . ......................... _..._-.._ 4 ; ........ .. .................... 4 ................................ ._ 4 4 Clay, 6 ...... ..... ..... 6 ... ... .._ ..._ ... 6 6 6 ' 8 ------- ' ------ -------- 8 ------%--- ------ - ----- 8 8 8 :Siftsand; sandX sit ay- 10 -------- ----- ----------- --------- 10 ------:-- ----------- ----- ---- 10 - ------------ -- - 10 10 - -- --;--;-- alldps�t 12 12 --------------'--- ----- ---- 12 12 12 - ' � sal�rday 14 ----• ---- --------- 14 -- -- - -------------------- 14 - --- -- ------ 14 14 - `- Y t F F Y :Clay, 16 .. ...... ..... ..... 16 .... ......................... 16 .. ..........................------ 16 16 :C1aX siUj!PJa ' 18 1a 1s 1s 1s Gley&s,Jlry dlay - 20 -- --------------?-------- --------- 20 --------------;- ---- --- 20 - ----------------- -- - 20 20 - Y: 22 ------------------------ --------- 22 ------ -- ;---- ---- ------ 22 - - -- ------ 22 22 - a �&silty clay jclpy w 24 ------•--------•-------••--••--••- �24 ---••-%---- ----------------- ---- � 24 -- ----------- ------ -- � 24 24 --- 26- ----- - - - - - - - - : : n 26 n 26 -----a) cu ; n 26 n 26 n 26 lay'&sil clad , -•---• ------ ---- -•-- •--- '--•- 28 �._..._-..r 28 r.......; �._..._. 28 ,._...5..._.�------------ 28 28 .(di�y}..}..}..�..+'..�--i•- l�`''�ayy 32 ---------. - ----------------- 32 -- ---a------------------------------ 32 - -- ----------- 32 32 - 34 ---------`--------'------------------ 34 ----•------'-------`------'------- 34 ----- -----'-----'------'------------ 34 34 --'--'---`--`--`--`--`--`--`--`--`-- 36 ------- 36 - -- 36 --- 36 36 __ .... an ;sl pan 38 ------------------------------ -------- 38 -- ---------------------------------- 38 ----- ---- -------------------- - 38 38 --- 40--- ....... ...... ..... ..... 40 ... .............. ... 40 ----- - 40 40 42 -------- -- 42 -'------- -;------- 42 --- ------------ - 42 42 --;fifty s�a��-saiidy sit- 44 44 F 44 - 44 44 dr&(;aC;&4 Mdy s1t- I ssand 46 -----------------=------------ 46 r------;------- 46 ----- -----:---- - -- - 46 46 48 - ------F--------d------------------ 48----- ------ ------ ------i------- 48 ----- ----------------------------- 48 48 r�fl&Sllty a1�dr r 50 50 5050 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: 12/7/2021,5:11:27 PM 3 Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq