Geosynthetics December 2019/January 2020 - 55

GEOTEXTILES
M288 Transportation-Related Applications

Wide Width Tensile/Elongation
ASTM D 4595 kN/m (lb/in)/%

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]

Physical Properties

Puncture ASTM D 6241
kN (lb)

Permittivity
ASTM D 4491 sec-1
Flow Rate (FH or CH) [3]
l/min/m2 (gal/min/ft2)

Apparent Opening Size
ASTM D 4751 mm
(U.S. sieve)

Percent Open Area
CWO-22125 %

Mass Per Unit Area
ASTM D 5261 g/m2 (oz/yd2)

Product Name (Structure [1]/
Polymer Type [2])

Filtration/Hydraulic Properties

Reinforcement Applications

0.934
(210)

0.133 (30)

0.356
(80)/50

NP

NP

NP

NP

NP

NP

NP

NP

A/O, F, D

0.178 (40)

0.400
(90)/50

NP

NP

NP

NP

NP

NP

NP

NP

A/O, F, D

Strength @ 5%
Strain [5]

Ultimate
Strength %
(Tult) [5]

MD

XD

MD

XD

Thrace-LINQ Inc. l www.thracelinq.com
120EX (NW-PP)

NP

NP

0.21 (70)

2.2/6519 (160), FH

125EX (NW-PP)

NP

NP

0.21 (70)

2.1/6112 (150), FH

1.179
(265)

130EX (NW-PP)

NP

NP

0.21 (70)

2.0/5908 (145), FH

1.334
(300)

0.200 (45)

0.467
(105)/50

NP

NP

NP

NP

NP

NP

NP

NP

A/O, F, D

140EX (NW-PP)

NP

NP

0.21 (70)

1.8/5297 (130), FH

1.512
(340)

0.222 (50)

0.534
(120)/50

3

ST, SP, D,
A/O

NP

NP

NP

NP

NP

NP

E, F

150EX (NW-PP)

NP

NP

0.18 (80)

1.5/4482 (110), FH

1.824
(410)

0.267 (60)

0.712
(160)/50

2, 3

ST, SP, D

NP

NP

NP

NP

NP

NP

E, F

160EX (NW-PP)

NP

NP

0.15 (100)

1.5/4482 (110), FH

2.113
(475)

0.334 (75)

0.801
(180)/50

2, 3

ST, SP, D

NP

NP

NP

NP

NP

NP

E, F

180EX (NW-PP)

NP

NP

0.15 (100)

1.5/4482 (110), FH

2.380
(535)

0.356 (80)

0.912
(205)/50

1, 2, 3

ST, SP,
D, E

NP

NP

NP

NP

NP

NP

F, P

250EX (NW-PP)

NP

NP

0.15 (100)

1.2/3463 (85), FH

3.225
(725)

0.445 (100)

1.201
(270)/50

1, 2, 3

ST, SP,
D, E

NP

NP

NP

NP

NP

NP

P, F

275EX (NW-PP)

NP

NP

0.15 (100)

0.9/2648 (65), FH

3.692
(830)

0.512 (115)

1.334
(300)/50

1, 2, 3

ST, SP,
D, E

NP

NP

NP

NP

NP

NP

P, F

350EX (NW-PP)

NP

NP

0.15 (100)

0.7/2037 (50), FH

4.67
(1050)

0.645 (145)

1.690
(380)/50

1, 2, 3

ST, SP,
D, E

NP

NP

NP

NP

NP

NP

P, F

0.334 (75)

0.890
(200)/15

3

ST, SP

NP

NP

NP

NP

NP

NP

SP

GTF200 (W-PP)

NP

1

0.425 (40)

0.08/244 (6), FH

3.114
(700)

GTF250 (W-PP)

NP

NP

0.425 (40)

0.05/163 (4), FH

4.003
(900)

0.400 (90)

1.112
(250)/15

2, 3

ST, SP

NP

NP

NP

NP

NP

NP

SP

GTF300 (W-PP)

NP

1

0.425 (40)

0.05/163 (4), FH

4.45
(1000)

0.512 (115)

1.401
(315)/15

1, 2, 3

ST, SP

NP

NP

30.6
(175)

30.6
(175)

NP

NP

ST, SP

NP

NP

NP

NP

46 (265)

40 (226)

NP

NP

ST, SP, R

GTF350 (W-PP)

NP

NP

0.425 (40)

0.150/448 (11), FH

4.45
(1000)

0.53 x 0.53
(120 x 120)

1.56 x 1.56
(350 x 350)
20/15

GTF500 (W-PP)

NP

NP

0.180 (80)

0.136/407 (10), FH

6.23
(1400)

0.89 x 0.89
(200 x 200)

2.67 x 2.67
(600 x 600)
20/15

NP

NP

NP

NP

70 (400)

70 (400)

NP

NP

ST, SP, R

GTF 400E (W-PP)

NP

4-6

0.21 (70)

0.28/733 (18), FH

4.23
(950)

0.45 x 0.27
(100 x 60)

1.65 x 1.11
(370 x 250)/
15

2, 3

D, E

NP

NP

39 (225)

25 (145)

NP

NP

F

GTF 404 (W-PP)

NP

1

0.425 (40)

0.90/2852 (70), FH

5.12
(1150)

0.67 x 0.73
(150 x 165)

1.78 x 1.40
(400 x 315)/
15

1, 2, 3

D, E

NP

NP

44 (250)

40 (230)

NP

NP

F

GTF 570 (W-PP)

NP

NP

0.600 (30)

0.40/1222 (30), FH

8.90
(2000)

0.80 x 0.80
(180 x 180)

2.11 x 1.95
(475 x 440)
12/6

1, 2, 3

SP

NP

NP

70 (400)

70 (400)

NP

NP

R, ST

[1]	
	
	
[2]	
[3]	
	
[4]	
	
	
	
[5]	

NW	
W	
K	
PP	
FH	
CH	
SP	
ST	
F	
A/O	
MD	

= Non woven, -P = needlepunched, -h = calendered
= Woven, -SF = slit film	
t	
= thermally bonded
= Knitted	
O/C	 = Other/combination
= Polypropylene, PET = Polyester, * = average
= Test is run by the falling head method
= Test is run by the constant head method
= Separation	
S/F	 = Silt Fence
= Stabilization	
D 	 = Drainage
= Filtration	
E	
= Erosion Control
= Asphalt overlay
= Machine direction	
XD = Cross-machine direction

[6]	 For a minimum of 10,000 hours, extrapolated to
	 a 75 year time period
Tult
[7]	 LTDS =	
	
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.

[8]	 R	 = Reinforcement	
P	 = Protection
	 SP	 = Separation	
S/F	 = Silt Fence
	 ST	 = Stabilization	
D	 = Drainage
	 F	 = Filtration	
E	 = Erosion Control
	 RC	 = Reinforcement Composite
	 A/O	 = Asphalt overlay
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 »
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Geosynthetics December 2019/January 2020

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