My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2009_26
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2009_26
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_26
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2009_26.tif
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.
/
223
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
Tensar Earth Technologies, Inc. <br />5883 Glenridge Drive, Suite 200 <br />Atlanta, Georgia 30328-5363 <br />Tensar. <br />Phone: (800) 836-7271 <br />0www.tensarcorp.com <br />Product Specification - r 9 <br />Structural Geo rid UX1400HS <br />Tensar Earth Technologies, Inc. reserves the right to change its product specifications at any time. It is the responsibility of the specifier and purchaser to <br />ensure that product specifications used for design and procurement purposes are current and consistent with the products used in each instance. Please <br />contact Tensar Earth Technologies, Inc. at 800.836-7271 for assistance <br />Product Type: Integrally Formed Structural Geogrid <br />Polymer: High Density Polyethylene <br />Load Transfer Mechanism: Positive Mechanical Interlock <br />Recommended Applications: Sierra System (Reinforced Slopes), Prism System (Embankments), Temporary Walls <br />Product Properties <br />Index Properties Units MD Values, <br />■ Tensile Strength @ 5% Strain kN/m (Ib/ft) 31 (2,130) <br />• Ultimate Tensile Strength kN/m (Ib/ft) 70 (4,800) <br />Junction Strength3 <br />Flexural Stiffness4 <br />Durability <br />kN/m (Ib/ft) <br />mg -cm <br />66 (4,520) <br />730,000 <br />■ Resistance to Long Term Degradations % 100 <br />■ Resistance to UV Degradations % 95 <br />Load Capacity <br />■ Maximum Allowable (Design) Strength? kN/m (Ib/ft) 30.2 (2,070) <br />Recommended Allowable Strength Reduction Factors' <br />® Minimum Reduction Factor for Installation Damage (RFID)e 1.05 <br />■ Minimum Reduction Factor for Creep (RFcR) 2.21 <br />■ Minimum Reduction Factor for Durability (RFD) 1.00 <br />Dimensions and Delivery <br />The structural geogrid shall be delivered to the jobsite in roll form with each roll individually identified and nominally measuring 1.33 <br />meters (4.36 feet) in width and 76.2 meters (250.0 feet) in length. A typical truckload quantity is 432 rolls. <br />Notes: <br />1. Unless indicated otherwise, values shown are minimum average roll values determined in accordance with ASTM D4759. Brief descriptions of <br />test procedures are given in the following notes. Complete descriptions of test procedures are available on request from Tensar Earth <br />Technologies, Inc. <br />2. True resistance to elongation when initially subjected to a load measured via ASTM D6637 without deforming test materials under load before <br />measuring such resistance or employing "secant' or "offset' tangent methods of measurement so as to overstate tensile properties. <br />3. Load transfer capability determined in accordance with GRI-GG2-87. <br />4. Resistance to bending force determined in accordance with ASTM D5732-95, using specimen dimensions of 864 millimeters in length by one <br />aperture in width. <br />5. Resistance to loss of load capacity or structural integrity when subjected to chemically aggressive environments in accordance with EPA 9090 <br />immersion testing. <br />6. Resistance to loss of load capacity or structural integrity when subjected to 500 hours of ultraviolet light and aggressive weathering in <br />accordance with ASTM D4355. <br />7. Reduction factors are used to calculate the geogrid strength available for resisting force in long-term load bearing applications. Allowable <br />Strength (T.11.) is determined by reducing the ultimate tensile strength (Tun) by reduction factors for installation damage (RFID), creep (RFcR) and <br />chemical/biological durability (RFD = RFcD•RFBD) per GRI-GG4 [Tell. = Tun/(RFID-RFcR•RFD)). Recommended minimum reduction factors are <br />based on product -specific testing. Project specifications, standard public agency specifications and/or design code requirements may require <br />higher reduction factors. It is the responsibility of the designer to ensure that appropriate reduction factors are applied. Contact Tensar <br />Earth Technologies, Inc. for further recommendations. <br />8. Minimum value is based on Installation Damage Testing in Sand, Silt, and Clay soils. Coarser soils require increased RFIo values. <br />® Tensar Earth Technologies, Inc. warrants that at the time of delivery the <br />geogrid furnished hereunder shall be of the quality and specification stated This product specification supersedes p p p <br />herein. If the geogrid does not meet the specifications on this page and <br />P p p sedes all prior specifications for the product described <br />Tensar is notified prior to installation, Tensar will replace the geogrid at no above and is not applicable to any products shipped prior to August 1, 2005 <br />cost to the customer. <br />
The URL can be used to link to this page
Your browser does not support the video tag.