My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011407
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2494
>
2900 - Site Mitigation Program
>
PR0506171
>
ARCHIVED REPORTS_XR0011407
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/9/2020 5:04:07 PM
Creation date
1/9/2020 4:49:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011407
RECORD_ID
PR0506171
PE
2950
FACILITY_ID
FA0003863
FACILITY_NAME
SOHAL #3
STREET_NUMBER
2494
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15328008
CURRENT_STATUS
02
SITE_LOCATION
2494 E FREMONT ST
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.
/
100
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
PRESENTATION OF CONE PENETRATION TEST DATA <br /> 1.0 INTRODUCTION <br /> This report presents the results of a Cone Penetration Testing (CPT) program carried out <br /> at the Shell site, located in Stockton, CA The work was performed on December 13-15, <br /> 1999 The scope of work was performed as directed by Cambria personnel <br /> 2.0 FIELD EQUIPMENT & PROCEDURES <br /> The Cone Penetration Tests (CPT)were canned out by GREGG IN SITU, INC of Martinez, <br /> CA using an integrated electronic cone system The CPT soundings were performed in <br /> accordance with ASTM standards (D3441) A 20 ton capacity cone was used for all of the <br /> soundings This cone has a tip area of 15 sq cm and friction sleeve area of 225 sq cm <br /> The cone is designed with an equal end area friction sleeve and a tip end area ratio of <br /> 085 <br /> The cones used during the program recorded the following parameters at 5 cm depth <br /> intervals <br /> - Tip Resistance (Qc) <br /> - Sleeve Friction (Fs) <br /> - Dynamic Pore Pressure (Ut) <br /> The above parameters were printed simultaneously on a printer and stored on a computer <br /> diskette for future analysis and reference <br /> The pore water pressure element was located directly behind the cone tip The pore water <br /> pressure element was 5 0 mm thick and consisted of porous plastic Each of the elements <br /> were saturated in glycerin under vacuum pressure prior to penetration Pore pressure <br /> dissipations were recorded at 5 second intervals when appropriate during pauses in the <br /> penetration <br /> A complete set of baseline readings was taken prior to each sounding to determine <br /> temperature shifts and any zero load offsets Monitoring base line readings ensures that <br /> the cone electronics are operating properly. <br /> The cones were pushed using GREGG's truck-mounted CPT ng, having a down pressure <br /> capacity of approximately 25 tons Three (3) CPT soundings were performed The <br /> penetration tests were carried out to depths of approximately 88 - 120 feet below ground <br /> surface for each test location Test locations and depths were determined in the field by <br /> Cambria personnel <br />
The URL can be used to link to this page
Your browser does not support the video tag.