My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007-10-30_PERMIT FILE - C1982057 (3)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1982057
>
2007-10-30_PERMIT FILE - C1982057 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:18:13 PM
Creation date
1/11/2008 11:24:10 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
10/30/2007
Doc Name
Turf Reinforcement Mat Design and Installation Information
Section_Exhibit Name
Tab 20 Attachment 20-C
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.
/
54
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
• <br />PERFORMANCE SPECIFICATION <br />~y:~ <br />AMEGR[~G°W P3 0 0 <br />GREEN° <br />-w.~~~.: <br />-,~: <br />The P300 permanent turf reinforcement mat shall be amachine-produced mat of 100% UV stable polypropylene fiber. <br />The matting shall be of consistent thickness with synthetic fibers evenly distributed over the entire area of the mat. The <br />matting shall be covered on the top with black heavyweight UV stabilized polypropylene netting having ultraviolet <br />additives to prevent breakdown and an approximate 0.50 x 0.50 inch (1.27 x 1.27 cm) mesh size. The bottom net shall <br />also be UV stabilized polypropylene, with a 0.625 x 0.625 inch (1.57 x 1.57 cm) mesh size. The matting shall be sewn <br />together on 1.50 inch (3.81 cm) centers with UV stabilized polypropylene thread. <br />Slone Desinn Data <br /> Slo a Gradient S <br />Slo e Len L <_ 3:1 3.1-2:1 >_ 2.1 <br /><_ 20 ft (6 m) 0.001 0.029 0.082 <br />20 - 50 ft 0.036 0.06 0.096 <br />>SOft(15.2m) 0.07 0.09 0.11 <br />• <br />• <br />Channel Design Data <br />Rou hness Coefficients <br />Flow De th Mannin 's `n' <br />< 0.50 ft 0.15 m 0.034 <br />0.50 - 2.00 ft 0.034-0.020 <br />> 2.00 ft 0.60 m 0.020 <br />Values are approximate, precise values obtamea from <br />ECMDST"' <br />Approximate Maximum Flow Velocity <br />Unvegetated = 9 ft/s (2.7 m/s) <br />Ve etated =16 ft/s 4.9 m/s <br />Maximum Permissible Shear Stress* <br /> Short Duration Lon Duration <br />Phase 1 <br />UNVEGETATED 3.0 lbs/ftZ <br />144 Pa 2.0 lbs/ftz <br />96 Pa <br />Phase 2 <br />PARTIALLY VEGETATED 8.0 lbs/ftz <br />383 Pa 8.0 lbs/ft2 <br />383 Pa <br />Phase 3 <br />FULLY VEGETATED 8.0 Ibs/ftz <br />383 Pa 8.0 Ibs/ft2 <br />383 Pa <br />'Performance values obtained through third party testing at the Texas Transportation Institute, Colorado State University, and Utah State <br />University based on soil loss failure criteria not exceeding 0.50 inches (1.27 cm). <br />Updated 1/2004 <br />
The URL can be used to link to this page
Your browser does not support the video tag.