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ARCHIVED REPORTS XR0001107
Environmental Health - Public
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ARCHIVED REPORTS XR0001107
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Last modified
3/6/2019 4:47:21 PM
Creation date
3/6/2019 2:09:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001107
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
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 100.19) <br /> Gregg In Situ's Interpretation routine should be considered a calculator of current published CPT <br /> I 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 equilibnum <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 /> I • 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 Averaged corrected tip(Qt) AvgQt= Qty <br /> AvgFs Averaged sleeve fndion(Fs) <br /> AvgFs= Ii— Fs. <br /> n <br /> AvgRfI Averaged fnckion ratio(Rf) I Av Fs <br /> AvgRf=100%• Avg <br /> Fs <br /> AvgUd Averaged dynamic pore pressure(Ud) 1 <br /> AvgUd=—�Ud <br /> n - <br /> ISBTS oil Behavior Type as defined by Robertson and Campanella 1 <br /> I <br /> • <br /> I <br /> I <br />
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