My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BROOKSIDE
>
2899
>
2900 - Site Mitigation Program
>
PR0544994
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2020 3:30:50 PM
Creation date
5/13/2020 3:15:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544994
PE
2950
FACILITY_ID
FA0025595
FACILITY_NAME
RECLAMATION DISTRICT 2074 LEVEE MONITORING
STREET_NUMBER
2899
STREET_NAME
BROOKSIDE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
11821001
CURRENT_STATUS
01
SITE_LOCATION
2899 BROOKSIDE RD
P_LOCATION
01
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
36
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
Installation Instructions for Snap Seal Inclinometer Casing <br /> 5.4 Installing the Top Cap <br /> After all the inclinometer sections have been installed, place a Top Slip Cap over the last piece of casing <br /> when finished and/or not in use. Do not cement into place. The cap is provided as a removable <br /> protective cover(Figure 3). <br /> TOP SLIP CAP <br /> LAST PIECE <br /> F PIPE <br /> Figure 3—Top Cap <br /> 5.5 Assembling Telescopic Sections <br /> Each telescoping section is 2ft. (24") in length and allows for six inches of compression or extension <br /> (Figure 4). Settlement sections may be inserted extended or collapsed, to accommodate the expected <br /> settlement/rebound. Typically, sections are shipped in the fully extended condition to accommodate <br /> settlement in the borehole. However, sections can be ordered in any configuration, depending on the site <br /> specific requirements. The telescopic section is equipped with Snap Seal ends, thus allowing it to be <br /> installed similar to a standard piece of casing (section 5.3). <br /> If the telescoping sections are equipped with settlement rings, then lower the sensor into the casing and <br /> record the initial readings for each settlement ring. Contact RST Instruments Ltd for more information on <br /> Settlement Monitoring Systems. <br /> The moving joint of the section is sealed by two 0-rings(one at either end). Each telescoping section <br /> contains four set-screws two on each side(Figure 4), which are individually sealed with 0-rings These <br /> screws are set in tracks which are blocked by a small web of ABS material. When sufficient force, <br /> >200lbs, is exerted on the casing (very small in a geotechnical setting), the material will break allowing <br /> the casing to compress (or extend). This design allows the telescopic section to bear the weight of the <br /> casing above it, and collapse under the force of ground settlement and/or rebound. <br /> To prevent mis-tracking of the inclinometer probe as it passes through the telescoping section, the end of <br /> the grooves have a tapered W-notch". This notch ensures that the wheels of the probe re-establish <br /> themselves in the correct track. <br /> 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.