My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012551
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
BENJAMIN HOLT
>
2905
>
3500 - Local Oversight Program
>
PR0544110
>
ARCHIVED REPORTS XR0012551
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2019 5:08:17 PM
Creation date
2/6/2019 4:29:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012551
RECORD_ID
PR0544110
PE
3528
FACILITY_ID
FA0003712
FACILITY_NAME
CHEVRON STATION #94275*
STREET_NUMBER
2905
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09760004
CURRENT_STATUS
02
SITE_LOCATION
2905 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
669
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
*47 - <br /> R91. M- I- M7 �, R <br /> -'.7^'. hr^1" e'+' ova i, F •"'2'•'a1a°' MM .,_;,�° ol %-a <br /> _W-W <br /> WN <br /> ._a <br /> -• atmospheric). The pore pressure acting at the filter location is measured by the <br /> transducer and transmitted to a computerized data acquisWon system. <br /> Pore pressure measurements can also be made as a function of tune,while the piezcconer is <br /> kept stationary at a selected depth. This is referred to as a dissipation test. The <br /> purpose of a dissipation test is to measure the rate of dissipation of the "excssso pare <br /> pressure and to detarmine the hydrostatic (in situ) pore prossure within a formation. <br /> Excess Acre pressure is generated due to the disturbance caused by thg movemsrA of the <br /> piezocone through the soil. Onco the penetration Is stopped, the 9xcess pore pressure <br /> that has built up around th3 probe will dissipate, eventually stabilizing at the in situ <br /> or hydrostatic pore pressure. In layered soils, the pore presaure sometimes increases <br /> before descending to the equilibrium in situ level due to differences in excess pore <br /> pressure dissipation rates in ft different layers. The data obtained from pore pressure <br /> dissipation tests enables determination of the positions of piezometric surfaces in the <br /> soil profile. <br /> 2.1.3 Probe Geometry <br /> Electric friction cones are typically available in two sizes,as follows: <br /> tri inal Version Modified Versicn <br /> Cross-Sectional Area 10 cm2 (1.6-n2) 15 cm2(2.3 int) <br /> Diameter 3.6 cm (1.4 in) 4.4 cm (1.7 in) <br /> Friction Sleeve Area 150 cm2(23 int) 200 cm2(31 int} <br /> Cone Apex Angle 60 degreas 60 degrees <br /> The measured cone tip and friction sleeve loads are automatically divided by the <br /> cross-sectional probe area and sleeve surface area, respectively, to obtain' CPT <br /> measurements in pressure units (i.e. tonslft2). Once converted to these units, no <br /> _ apparent difference exists in the cone tip and sleeve friction measurements betKaen the <br /> two probes. This lack of size effects has been verged by researchers using a <br /> large-diameter calibration chamber. <br />�i <br /> For this investigation, the modified (larger) version of the elactric friction cone was <br /> used. This version has the advantage of being able to accomodate higher capacity load . <br /> �,. cells. Use of the smaller probe, which has the same diameter as the push pipes,requires <br /> c�. <br /> 4 _ <br />
The URL can be used to link to this page
Your browser does not support the video tag.