Geosynthetics December 2022/January 2023 - 48

GEOTEXTILES
M288 Transportation-Related Applications
Filtration/Hydraulic Properties
Physical Properties
Reinforcement Applications
Wide Width Tensile/Elongation
ASTM D 4595 kN/m (lb/in)/%
Strength @ 5%
Strain [5]
Ultimate
Strength %
(Tult) [5]
MD
XD
MD
XD
Solmax International Inc. l www.solmax.com
0.534 x
Mirafi 140N
(NW-P/PP)
Mirafi 160N
(NW-P/PP)
Mirafi 180N
(NW-P/PP)
Mirafi FW402
(W/PP)
Mirafi FW404
(W/PP)
Mirafi FW700
(W/PP)
Mirafi HP270
(W/PP)
Mirafi HP370
(W/PP)
Mirafi HP570
(W/PP)
Mirafi S800
(NW-P/PP)
Mirafi S1600
(NW-P/PP)
PETROMAT®
Enviro™
NA
NA
0.212 (70)
1.7/5500 (135), CH
1.4 (310)
0.223 x 0.223
(50x50)
NA
NA
0.212 (70)
1.5/4481 (110), CH
1.8 (410)
0.267 x 0.267
(60x60)
NA
NA
0.18 (80)
NA
NA
NA
NA
NA
NA
271
(8.0)
542
(16.0)
140
(4.1)
10
1
4
NA
NA
NA
NA
NA
NA
0.425 (40)
0.425 (40)
0.212 (70)
0.60 (30)
0.60 (30)
0.60 (30)
0.15 (100)
0.15 (100)
NA
1.4/3870 (95), CH
2.1/5907 (145), CH
0.9/2852 (70), CH
0.28/733 (18), CH
0.60/1630 (40), CH
0.9/2444 (60), CH
0.5/1222 (30), CH
1.4/4481 (110), CH
0.7/2037 (50), CH
NA
2.2 (500)
3.0 (675)
5.1
(1150)
4.2 (950)
4.5
(1000)
6.5 (4500
8.9
(2000)
2.7 (600)
5.3
(1200)
NA
0.356 x 0.356
(80x80)
0.512 x 0.334
(115x75)
0.668 x 0.734
(150x165)
0.445 x 0.267
(100x60)
0.490x0.579
(110 x 130)
0.601 x 0.556
(135 x 125)
0.8 x 0.8
(180x180)
0.423 x 0.423
(95 x 95)
0.69 x 0.69
(155 x 155)
NA
0.534 (120
x 120)/ 50
x 50
0.712 x
0.712 (160
x 160)/ 50
x 50
0.912 x
0.912 (205
x 205)/ 50
x 50
1.6 x 0.9
(365 x 200)/
24 x 10
1.8 x 1.4
(400 x 320)/
15 x 15
1.6 x 1.1
(370 x 250)/
15 x 15
1.3 x 1.2
(295 x 260)
1.8 X 1.3
(400 X 300)
10 X 6
2.2 x 2.1
(500 x 475)/
11x4
1.0 x 1.0
(230 x 230)/
50 x 50
1.891 x
1.891 (425
x 425)/ 50
x 50
450 (101)
/ 50
Note: Mirafi woven and nonwoven geotextiles are available in a variety of additional strength, weight and construction.
NA
Type 2
NA
A/O
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
P, F, D
A/O
NA
NA
NA
NA
NA
NA
NA
NA
P, F, D
1, 2, 3
SP, SSG
2, 3
2, 3
1, 2, 3
D, E
SP
SP
12.3 (70)
18.6
(106)
21.9
(125)
35.0
(200)
7.0 (40)
21.0
(120)
22.8
(130)
43.8
(250)
1, 2, 3
D, E
2, 3
D
7.0 (40)
17.5
(100)
8.8 (50)
17.5
(100)
35 (200)
43.8
(250)
39.4
(225)
38.5
(220)
52.5
(300)
70.0
(400)
1, 2, 3
D, E, SP,
ST
NA
NA
NA
NA
24.5
(140)
40.3
(230)
25.4
(145)
35.9
(205)
47.3
(270)
70.0
(400)
NA
NA
SP, F, D, E
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
F, D, E
F, D, E
F, D, E
R,ST
R, ST
R, ST
2, 3
D, E, SP,
ST
NA
NA
NA
NA
NA
NA
SP, F, D, E
3
D, E, SP,
ST
NA
NA
NA
NA
NA
NA
SP, F, D, E
[1] NW = Non woven, -P = needlepunched, -h = calendered
W = Woven, -SF = slit film
= Knitted
t
K
[4] SP = Separation
ST = Stabilization
F
= Filtration
A/O = Asphalt overlay
[5] MD = Machine direction
[2] PP = Polypropylene, PET = Polyester, * = average
[3] FH = Test is run by the falling head method
CH = Test is run by the constant head method
S/F
= Silt Fence
D = Drainage
E
= Erosion Control
SSG = Subgrade Stabilization Geosynthetic
XD = Cross-machine direction
= thermally bonded
[6] For a minimum of 10,000 hours, extrapolated to
a 75 year time period
O/C = Other/combination
[7] LTDS =
Tult
RFCR x RFID x RFD
RFCR = Reduction factor for creep
RFID = Reduction factor for installation damage
RFD
= Reduction factor for durability
NOTE: this equation does not include other reduction factors which may apply to
design. Reduction factors are site specific and should be reviewed on a per project
basis. Contact the manufacturer for recommendations.
SP = Separation
ST = Stabilization
F
RC
= Filtration
= Reinforcement Composite
P = Protection
S/F = Silt Fence
D = Drainage
E = Erosion Control
A/O = Asphalt overlay
SSG = Subgrade Stabilization Geosynthetic
NP = Not provided by manufacturer
NA = Not applicable, per manufacturer
Companies were requested to provide minimum average
roll values (MARV). All claims are the responsibility of
the manufacturer.
« Geosynthetics recommends you contact the manufacturers before making any specifying/purchasing decisions »
48
Geosynthetics | December 2022 January 2023
[8] R
= Reinforcement
Product Name (Structure [1]/
Polymer Type [2])
Mass Per Unit Area
ASTM D 5261 g/m2 (oz/yd2)
Percent Open Area
CWO-22125 %
Apparent Opening Size
ASTM D 4751 mm
(U.S. sieve)
Permittivity
ASTM D 4491 sec-1
Flow Rate (FH or CH) [3]
l/min/m2 (gal/min/ft2)
Puncture ASTM D 6241
kN (lb)
Trapezoid Tearing Strength
ASTM D 4533 kN (lb)
Grab Tensile/Elongation
ASTM D 4632 kN (lb)/%
M288 Survivability Class
M288 Applications [4]
Creep Limited Strength-MD
ASTM D 5262 [6] kN/m (lb/ft)
LTDS GRI GT7-MD (in sand) [7]
kN/m (lb/ft)
Other Manufacturer's
Suggested Applications [8]
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Geosynthetics December 2022/January 2023

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