2010-05-07_PERMIT FILE - C2009087 ‎(45)‎

• Permit No: C2009087
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: Turf Reinforcement Mat Design & Installation Information
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G Attachment 2.05.3-E2.G-3
• Media Type: D
• Archive: No

Engineer's Point By Point Comparative D Sheet
vital Ph sical Index Pro ertfes
Test Method
Units
Min. Allowed
Greenfix
Com 1
Specification Notes
Permissible Soil Loss - Sioaes Onl
CPG3000
Site Specific Factor
Manufacturer's Product Trade Name
'nfall Sim.'
% Of Total Pos.
32
None Critical. (Fiber Core only)
"C" Factor / Soil Loss Ratio - (Slopes Only)
STM D 6525
(Inches)
10.0
Critical Factor
hickness
irect Shear Z
(lb/yd')
1.1
ritical Factor - Aerial Densi
Mass er Unit Area /Unit Wei. ht
STM D 5261
= Bench Scale Test Methods ECTC Method 3 shall not be qualified for product conformance comparisons
values for rolled erosion control products. (Prohibited by Erosion Control Technology ECTCI ).
can not be used in design to establish performance
with out structural reinforcement layer attached.
1896
Performance data results from direct shear flume test on material
None Critical
ensile, Stren th (Machine Direction)
TM D 5035
(Ibs /ft}
Velocity (fps)
Shear Stress ( d
None Critical
ensile Stren th ra Direction
STM D 5035
(Ibs /ft)
12 x 14
None Critical
Elongation Ava. % Peak MD x TD
STM D 5035
Average ( %)
Computed
88
Safety
Factor
None Critical
iaht Penetration Ground Cover)
CTC
( %) Reduction
Aj Max
owed
36
Not Related to Effectiveness
Resiliency Fiber Core Only
STM D1777
( %) Recovery
I aft
CPG3000
Not Related to Effectiveness
CTC
%) Porous Are
NIA
orosity
N/A
Not Related to Effectiveness
CTC
( %) Change
well - If A liable
TM D1777
(;5} W. Change
NIA
Not Related to Effectiveness
ater Absorption - If Applicable
TM D-4355
( %) Retained
95 or >
Not Related to Effectiveness
UV Stability - If a licable
(Ibs /ft)
1896 x 1296
Not Related to Effectiveness
V th - If a licable
Reduced Stren
STM D 5035
17
Not Related to Effectiveness
STM.D 885M -9
(Ibslft)
roars Rreak Load
No Value BlacVC -reen Not Related to Effectiveness
Months Permanent Critical Factor
( 60
(Measured) .065 Not Related to Effectiveness
Performanca Pro a
I CPG3000 20.0 10.0
CPG3000 20. 10.0
Computed
1
Velocity (fps) Shear Stress (Ibsfit) Pass Quant
Max S i
_.
Max afety SY q.
als Listing Computed Al in Factor (Computed Allowed Factor'. ( )
•
50n,= ,! _,,::::._ ._:,._....,.
'nfa115im.'
,. ... ............... _
(ibs/Hr.)
._.
N/A
Critical Factor
Permissible Soil Loss - Sioaes Onl
NIA
Site Specific Factor
Germination Ratio - Slo es Oni
'nfall Sim.'
% Of Total Pos.
N/A
Critical Factor
"C" Factor / Soil Loss Ratio - (Slopes Only)
ASTM D 6459
Ratio
10.0
Critical Factor
Allowable Shear Stress - Channels Onl
irect Shear Z
ibs /fe) _
20.0'
Critical Factor
Flow Velocity Z (fps)
Max. Allowable Veloci - Channels Only) Data compiled from manufactures published product information and independent laboratory test reports.
as they are not indicative
of field performance and
= Bench Scale Test Methods ECTC Method 3 shall not be qualified for product conformance comparisons
values for rolled erosion control products. (Prohibited by Erosion Control Technology ECTCI ).
can not be used in design to establish performance
with out structural reinforcement layer attached.
Performance data results from direct shear flume test on material
Channel Anal sis Com arison Table No.l
2:0
Re uire Safe Factor [2.-01
Bare Soil Computed
Velocity (fps)
Shear Stress ( d
Pass
Quanti
Greenfix America
Materials Listing
Computed
Computed
Max
Allowed
Safety
Factor
`_ '." _ _.
` -,�
(SY)
Aj Max
owed
Factor
I aft
CPG3000
20.0
10.
I CPG3000 20.0 10.0
CPG3000 20. 10.0
Computed
1
Velocity (fps) Shear Stress (Ibsfit) Pass Quant
Max S i
_.
Max afety SY q.
als Listing Computed Al in Factor (Computed Allowed Factor'. ( )
•