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ARCHIVED REPORTS XR0007241
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544809
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ARCHIVED REPORTS XR0007241
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Last modified
9/5/2019 11:46:10 AM
Creation date
9/5/2019 11:34:56 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007241
RECORD_ID
PR0544809
PE
3526
FACILITY_ID
FA0004030
FACILITY_NAME
THREE PALMS GROCERY
STREET_NUMBER
6732
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10110001
CURRENT_STATUS
02
SITE_LOCATION
6732 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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EGG <br /> Gregg In Situ <br />' Environmental and Geotechnical Site Investigation Contractors <br /> Gregg In Situ CPT Interpretations as of January 7, 1999 (Release 1 00.19) <br /> Gregg In Situ's interpretation routine should be considered a calculator of current published CPT <br />' correlations and is subject to change to reflect the current state of practice The interpreted values are not <br /> considered valid for all soil types The interpretations are presented only as a guide for geotechnical use <br /> and should be carefully scrutinized for consideration in any geotechnical design Reference to current <br /> literature is strongly recommended <br />' The CPT interpretations are based on values of tip, sleeve friction and pore pressure averaged over a <br /> user specified interval (typically 0 25m) Note that Qt Is the recorded tip value, Qc, corrected for pore <br /> pressure effects Since all Gregg In Situ cones have equal end area friction sleeves, pore pressure <br /> corrections to sleeve friction, Fs, are not required <br /> The tip correction is Qt= Qc + (1-a) •Ud <br /> where Qt is the corrected tip load <br /> Qc is the recorded tip load <br /> Ud is the recorded dynamic pore pressure <br />' a is the Net Area Ratio for the cone (typically 0 85 for Gregg In Situ cones) <br /> Effective vertical overburden stresses are calculated based on a hydrostatic distribution of equilibrium <br /> pore pressures below the water table or from a user defined equilibrium pore pressure profile (this can be <br /> obtained from CPT dissipation tests) The stress calculations use unit weights assigned to the Soil <br /> Behavior Type zones or from a user defined unit weight profile <br /> Details regarding the interpretation methods for all of the interpreted parameters is given in table 1 The <br /> appropriate references referred to in table 1 are listed in table 2 <br /> The estimated Soil Behavior Type is based on the charts developed by Robertson and Campanella shown <br /> in figure 1 <br /> Table 1 CPT Interpretation Methods <br /> Interpreted Description Equation Ref <br /> Parameter <br />' Depth mid layer depth <br /> AvgQt I Averaged corrected tip(Qt) Av t=1 <br /> gQ -1 Qt <br /> rrrt <br /> Avg Fs � Averaged sleeve friction(Fs) 1 <br /> AvgFs=—�Fs. <br /> AvgRf Averaged friction ratto(Rf) — — — � ---I Av Fs-- - — AvgRf=100%. AvgQt <br /> AvgUd Averaged dynamic pore pressure(Ud) 1 ^ <br /> AvgUd=- Ud, <br /> _ n <br />' SBT Sail Behavior Type as defined by Robertson and Campanella t <br /> i <br /> 1 <br /> 1 <br />
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