My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
09-9861
Zephyrhills
>
Building Department
>
Permits
>
2009
>
09-9861
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/19/2011 3:14:50 PM
Creation date
1/19/2011 3:14:46 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
09-9861
Building Department - Name
ZEPHYR COMMONS LLC
Address
7780 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
38
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
SF 35 <br /> SOIL REINFORCEMENT GEOGRID <br /> Uniaxial Geogrid <br /> The Strength is in the length direction <br /> SF 35 is composed of high molecular weight, high tenacity multifilament polyester yarns that are <br /> woven into a stable network placed under tension. The high strength polyester yams are coated <br /> with a PVC material. SF SERIES Geogrids are inert to biological degradation and are resistant to . • <br /> naturally encountered chemicals, alkalis and acids. SF SERIES Geogrids are typically used for <br /> soil reinforcement applications such as retaining walls, steepened slopes, embankments, sub - <br /> grade stabilization, and embankments over soft soils and waste containment applications. <br /> TENSILE PROPERTIES TEST METHOD MARV VALUES <br /> (LBS/FT) <br /> Ultimate Strength ASTM D 6637 3055 <br /> Creep Limited Strength ASTM D 5262 1797 <br /> Tai = Long Term Design Strength NCMA 97 * 1513 <br /> Aperture Size (ins.) Measured 0.75 x 0.75 <br /> Or site s ecific as required <br /> Reduction Factor for creep 1.54, reduction factor for durability 1.10 reduction factor for installation damage (type 3 <br /> soil) 1.05 <br /> FHWAIAASHTO Redution factor for creep 1.55, reduction factor for durability 1.15, Reduction Factor for installation <br /> damage (type 3 soil) 1.08 <br /> GRI GG4b Reduction factor for Creep 1.70, reduction factor for durability 1.08 reduction factor for installation <br /> damage (type 3 soil) 1.05 <br /> • <br />
The URL can be used to link to this page
Your browser does not support the video tag.