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SR0085267_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2600 - Land Use Program
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SR0085267_SSNL
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Entry Properties
Last modified
10/6/2022 2:23:30 PM
Creation date
5/19/2022 2:54:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085267
PE
2602
STREET_NUMBER
9409
Direction
W
STREET_NAME
ARBOR
STREET_TYPE
AVE
City
TRACY
Zip
95304
APN
21216020
ENTERED_DATE
5/12/2022 12:00:00 AM
SITE_LOCATION
9409 W ARBOR AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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This software is licensed to: ENGEO CPT name:CPT-07 <br /> Liquefaction analysis summary plots <br /> 1,000- 0.8- <br /> • - Liquefaction <br /> 12.0-------- -------------- ------I-------- ...... .....I.". RMIOLM. <br /> 7 • <br /> 11.0. .............------- ....... ............. <br /> 0.7---------------------------------------------------------------------- ......I....... ...... ........ <br /> 10.0 ------------- <br /> - -----I--------------- ------I---------I------ -------- <br /> 4L <br /> 0.6. ...................... ...... ....... ...... ....... ...... ------ <br /> 9.0- <br /> -------------- ------- <br /> cm <br /> .D 100 <br /> 8.0- ------------------- ----- ------- ------ ------- -------------- <br /> V) 0.5. ................................................................ ra <br /> L <br /> ------i -------------------- <br /> Ell 0.4 ........................................ <br /> 6.0- ....... ------- ------- <br /> fl- <br /> P <br /> U 0 <br /> .6 ----- -- <br /> 5.0- -- -------- -------- <br /> W <br /> 10- Ln <br /> - -------------- <br /> 4.0- A. <br /> 0.3- ------ ---------------I------ ------- ------ ---- -- --------------------- <br /> J --------- ------ -------- <br /> E <br /> 0 % <br /> U <br /> 0.2 <br /> ---- 4 --- - -- - --- --- ----- <br /> 3.0- ------------- .... .. . . .................. <br /> 1. <br /> 2.0. ...... # .................... <br /> 0.1- ...............I---------I......I.......------- <br /> 1.0 M 1--- -------- --- --------------- ------ ---------------- <br /> LiqUeftclJoril <br /> 0- . . . . . . . . . . . . . . 0.01 . . . . . . . . . . . . <br /> 0.1 1 10 0 20 40 60 80 100 120 140 160 180 200 0 1 2 3 4 5 6 7 8 9 10 <br /> Normalized friction ratio Qtn,cs Thickness of surface layer,HI(m) <br /> Input parameters and analysis data <br /> A nay sis method: Robertson(2009) Depth to water table(erthq.): 7.00 ft Fill weight: N/A <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 K.applied: Yes <br /> Earthquake magnitude M w: 6.90 Unit weight calculation: Based on SBT Clay like behaviorappled: All soils <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 <br /> CLiq v.3.3.2.9-CPT Liquefaction Assessment Software-Report created on: 12/7/2021,5:11:32 PM 48 <br /> Project file:G:\Active Projects\_14000 to 15999\15188\15188000006\001 GEX\Analysis\Holly Buildings H&1,GW 7.clq <br />
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