My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2009-07-15_REVISION - M1980244 (39)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1980244
>
2009-07-15_REVISION - M1980244 (39)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:52:21 PM
Creation date
7/21/2009 11:12:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
7/15/2009
Doc Name
LOB Relocate- Appendix D- Tech Specs 2
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
46
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
amec'? <br />• <br />PART 2: PRODUCTS <br />2.01 MATERIALS <br />A. Geogrid shall be Tensar UX1800 HS or equivalent and shall have the following properties: <br />TABLE 2.01 <br />TYPICAL GEOGRID PROPERTIES <br />• <br />PROPERTY TEST METHOD UNITS VALUE <br />Reinforcement <br />- flexural rigidity ASTM D5732-951 mg-cm 9,500,000 (min) <br />- tensile strength ASTM D66372 <br />at 5% strain 6,500 (min) <br />at ultimate 14,300 (min) <br />- junctions GRI GG2-873 lb/ft <br />strength 12,340 (min) <br />Material <br />- high density polyethylene ASTM D 1248 % 97 (min) <br /> Type HI/Class Al Grade 5 <br />- carbon black ASTM 4218 % 2.0 (min) <br />Notes: <br />1. Resistance to bending force determined in accordance with ASTM D5732-95, using specimen dimensions <br />of 864 millimeters in length by one aperture in width. <br />2. True resistance to elongation when initially subjected to a load via ASTM D6637 without deforming test <br />materials under load before measuring such resistance or employing "secant" or "offset" tangent methods of <br />measurement so as to overstate tensile properties. <br />3. Geogrid junction strength and junction efficiency measured by Geosynthetic Research Institute test method <br />GG2-87 "Geogrid Junction Strength." <br />B. Geogrid shall be capable of retaining its structure during handling, placement, and long-term service. <br />2.02 MANUFACTURER QUALITY CONTROL <br />CONTRACTOR shall ensure that geogrid MANUFACTURER meets the conditions in this section. <br />A. Geogrid Tests and Inspection <br />1. Geogrid MANUFACTURER shall perform quality control testing of the geogrid. Samples <br />not satisfying specifications shall result in the rejection of applicable rolls. At a minimum, <br />the following tests shall be performed for quality control in accordance with test methods <br />specified in Table 2.01. <br />a. Density <br />b. Mass per unit area <br />• c. Thickness <br />Section 02776.1 Page 4 of 6 <br />Geogrid <br />SAPro1ects\1125 CC&V Phase 5 VLF\I - Tech Specs\Arequa IFC Specs\02776.1 rt.doc <br />September 3, 2008 <br />Revision 1
The URL can be used to link to this page
Your browser does not support the video tag.