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ARCHIVED REPORTS XR0001214
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PR0536689
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ARCHIVED REPORTS XR0001214
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Last modified
3/4/2019 2:06:41 PM
Creation date
3/4/2019 11:45:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001214
RECORD_ID
PR0536689
PE
2957
FACILITY_ID
FA0021073
FACILITY_NAME
STKN CHARTER WAY COMMINGLED PLUME
STREET_NUMBER
508
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16504016
CURRENT_STATUS
01
SITE_LOCATION
508 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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CONE ConeTec <br /> Geotechnical and Environmental Site Investigation Contractors <br /> ConeTec CPT Interpretations as of January 7, 1999 (Release 1.00 19) <br /> ConeTec's interpretation routine should be considered a calculator of current published CPT correlations <br /> and is subject to change to reflect the current state of practice The interpreted values are not considered <br /> valid for all sod types The interpretations are presented only as a guide for geotechnical use and should be <br /> carefully scrutinized for consideration in any geotechnical design Reference to current literature is strongly <br /> recommended <br /> The CPT interpretations are based on values of tip, sleeve friction and pore pressure averaged over a user <br /> specified interval (typically 0 25m) Note that Otis the recorded tip value, Qc, corrected for pore pressure <br /> effects Since all ConeTec cones have equal end area friction sleeves, pore pressure corrections to sleeve <br /> 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 ConeTec cones) <br /> Effective vertical overburden stresses are calculated based on a hydrostatic distribution of equilibrium pore <br /> 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 /> Behaviour 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 Behaviour Type is based on the charts developed by Robertson and Campanella shorn <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= l �Qt, <br /> n ,_, <br /> AvgFs Averaged sleeve friction(Fs) 1 <br /> AvgFs= Fs <br /> n .e <br /> AvgRf Averaged friction ratio(RO o AvgFs <br /> AvgRf=100/o• <br /> AvgQr <br /> AvgUd Averaged dynamic pore pressure(Ud) i <br /> AvgUd= i[Jct <br /> n , <br /> SBT Sal Behavior Type as defined by Robertson and Campanella 1 <br /> • <br />
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