My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0002615
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
300
>
3500 - Local Oversight Program
>
PR0544424
>
ARCHIVED REPORTS XR0002615
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2019 11:57:05 AM
Creation date
5/6/2019 11:22:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002615
RECORD_ID
PR0544424
PE
3529
FACILITY_ID
FA0005099
FACILITY_NAME
HESS DUBOIS CLEANERS
STREET_NUMBER
300
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
300 W HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
58
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
CPT Interpretations <br /> The parameters selected for output from the program are often specific to a particular project. As such, <br /> • not all of the interpreted parameters listed in Table 1 may be included in the output files delivered with this <br /> ' report. <br /> Table 1 <br /> CPT Interpretation Methods <br /> Interpreted Description Equation Ref <br /> Parameter <br /> Mid Layer Depth <br /> Depth Depth(Layer Top)+Depth(Layer Bottom)12.0 <br /> (where interpretations are done et each point then Mid <br /> Layer Depth=Recorded Depth) <br /> Elevation Elevation of Mid Layer based on sounding collar elevation Elevation=Collar Elevation-Depth <br /> supplied by client <br /> Avgqc <br /> Avgqc Averaged recorded tip value(qc) " <br /> n=1 when interpretations are done at each point <br /> Averaged corrected tip(qt)where: Avggr-n±q <br /> Avgqt q,=q,+(1_a)•u n=1 when interpretations are done at each point <br /> Avgfs-t fs <br /> Avgfs Averaged sleeve friction(f,) - n <br /> n=1 when interpretations are done at each point <br /> Averaged friction ratio(Of)where friction ratio is defined AVgRf_100%*Avols <br /> AvgRf as: fs Avggr <br /> Rf=100%•— n=1 when interpretations are done at each point <br /> qt <br /> L <br /> Avgu=—Y_ili <br /> Avgu Averaged dynamic pore pressure(u) n i.1 <br /> n=1 when interpretations are done at each point <br /> Averaged Resistivity(this data is not always available Avgu= YRESISTIVITY, <br /> AvgRes since it is a specialized test requiring an additional n,., <br /> module) n=1 when interpretations are done at each point <br /> Averaged UV IF ultra-violet induced fluorescence (this Avg„=t jUVIF' <br /> AvgUVIF data is not always available since it is a specialized test n I, <br /> requiring an additional module) n=1 when interpretations are done of each point <br /> 1 <br /> Avg7emp Averaged Temperature(this data is not always available Avgu=n�TEMPERATURE, <br /> since it is a specialized test) n=1 when interpretations are done at e4.1 ach paint <br /> Averaged Gamma Counts(this data is not always Avgu= 1 EGAMMA, <br /> AvgGamma available since it is a specialized test requiring an n=1 whenIinferpretations are dans at each point <br /> additional module) <br /> SBT { soil Behavior Type as defined by Robertson and See Figure 1 2,5 <br /> I Campanella <br /> Unit Weight of soil determined from one of the following <br /> user selectable options: <br /> U.Wt. See references 5 <br /> 1) uniform value <br /> 2) value assigned to each SBT zone <br /> 3) user supplied unit weight profile <br /> Total vertical overburden stress at Mid Layer Depth. Tst,--,= <br /> T.Stress �Y'h <br /> A layer is defined as the averaging interval specified by where n is layer unit weight <br /> 6v the user. For data interpreted at each point the Mid Layer hi is layer thickness <br /> Depth is the same as the recorded depth. <br /> EGG <br /> CpTSUMM-1.20C-Rev.02-07-31 0� <br />
The URL can be used to link to this page
Your browser does not support the video tag.