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This software is licensed to: ENGEO CPT name:CPT-08 <br /> CPT basic interpretation plots (normalized) <br /> Norm.cone resistance Norm.friction ratio Nom.pore pressure ratio SBTn Plot Norm.Soil Behaviour Type <br /> 2 ----- 2----- 2 ----- ------------ - 2 2 <br /> Sand&slRjia it <br /> 4 .. ...................... ..... 4........... ..- ...- ... 4 .. .. .- .. ...... 4 4 . <br /> :Clay;&,sift al <br /> ay. <br /> 6 6 ... 6 -. ........................ .- 6 6 <br /> .. ..,-. <br /> 8 ---- -------------------------------- 8 8 8 8 <br /> ' -i <br /> YL <br /> 10 :--------------------------- 10 ---------------, ------ 10 ----- ----- ------------ 10 10 ------- <br /> _; jay'&'silty cla�r <br /> y <br /> 12 ---- --`--------'---------'-------- 12 ---------- ----------'------- 12 ----- -----------'-----'------ 12 12 <br /> , , <br /> 14 -- ----`-----.•.,.-•-----'--------- 14 ------'----- '-------`------'------- 14 ----- ----------------------------- 14 14 --'--'--- - - - - - <br /> 16 <br /> ---- ---------------- ------- .............. ............... r <br /> -Cla •If�Gl�1-- <br /> 18 ------ 18 ------ ------- 18 ---- ----- 18 18 <br /> Clay&Sil' Clajr <br /> 22 - -----F--------j-------- --------- 22 ------;----- ----- '----- 22 -- 22 22y F F F <br /> "- 24 -------F--------=---------'r-------- �24 ------'-------r --`----- ------ � 24 - --- ----- --- --- -- -- .�Y.. 24 24- <br /> ------- <br /> 4 -- - -- -- - - - - - - <br /> n 26 `-.. n 26 n - .. n 26 n 26- <br /> 26t r t � & <br /> v ; w v v v <br /> 28 ....... . .....7----- 28 ---------- ---- ---- 28 28 28 i <br /> --- = - - - - - <br /> aY si c a <br /> 30 ....................... ........ 30 .. ------:------ --..-. 30 .--- ............. .- 30 30 cc � , <br /> Si alsid •sa�o, sit- <br /> 32 32 ------'.------------ 32 ---- 32 3Z <br /> 34 --------F------- ----------------- 34 ----- ;---------------i------ ------ 34 -- --- ----------------- ------ 34 34 - <br /> 36 ;--------- 36 ---- ------------------i------- ------ 36 -- - ---- - -- -- 36 36- - - - <br /> -- -- -F- -;- -,-- -- <br /> 38 -------- -----'-------•--------- 38 ------ -------•--- -----'---•--- 38 ----- -----------'-----'------------ 38 38 --- <br /> :Sand&�siky-'sand <br /> 40 ..... ...... ..... ..... 40 ................. ...... ... 40 ..... .................. .. ------ 40 40 <br /> 42 ........ ........:...... ........ 42 ... . -------------- 42 ----- ----- 42 42 <br /> 44 -------- 44 - --- 44 ----- 44 44 - <br /> 46 -------- ---- ----- -------- 46 -- ---- ------ 46 ---- 46 46 - ........... <br /> :SikY and;&sal dp Sot <br /> 48 48 -------------------F-----;------- 48 - - 48 48 :Si3Rf &Slay Sa41E(, <br /> 50 ----•---` ----- 50----- -------------------------------- 50 ----- -----4--------- 50 50 <br /> 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 <br /> Qtn Fr(%) Bq Ic(Robertson 1990) SBTn(Robertson 1990) <br /> Input parameters and analysis data <br /> Anay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A SBTn 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 52 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&I,GW 7.clq <br />