Geosynthetics December 2019/January 2020 - 50

GEOTEXTILES
M288 Transportation-Related Applications

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

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]

NA

NA

1.33 (300)

0.200 (45)

0.453
(102)/50

NP

NP

NA

NA

NA

NA

NA

NA

A/O

GE116
(NW-P/PP)

542
(16)

NA

0.150 (100)

0.57/1833 (45), CH

5.34
(1200)

0.667 (150)

1.89
(425)/50

1

SP, E

NA

NA

NA

NA

NA

NA

S/F, F, D, P, E

GE160
(NW-P/PP)

203 (6)

NA

0.212 (70)

1.63/5080 (125), CH

2.0 (450)

0.290 (65)

0.711
(160)/50

2

SP, D

NA

NA

NA

NA

NA

NA

S/F, F, D, P, E

1

SP, D, ST

NA

NA

NA

NA

NA

NA

S/F, F, D, P, E

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

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

NA

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

143
(4.2)

Percent Open Area
CWO-22125 %

GC140
(NW-P/PP)

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

Trapezoid Tearing Strength
ASTM D 4533 kN (lb)

Physical Properties

Puncture ASTM D 6241
kN (lb)

Filtration/Hydraulic Properties

Reinforcement Applications

Strength @ 5%
Strain [5]

Ultimate
Strength %
(Tult) [5]

MD

XD

MD

XD

SKAPS Industries l www.skaps.com

GE180
(NW-P/PP)

271 (8)

NA

0.180 (80)

1.26/4074 (100), CH

2.67 (600)

0.400 (90)

1.00
(225)/50

GT110
(NW-P/PP)

NP

NA

0.150 (100)

1.20/3251 (80), CH

3.11 (700)

0.444 (100)

1.11
(250)/50

1

SP, D,
ST, E

NA

NA

NA

NA

NA

NA

S/F, F, D, E

GT116
(NW-P/PP)

NP

NA

0.150 (100)

0.70/2035 (50), CH

4.80
(1080)

0.644 (145)

1.69
(380)/50

1

SP, D,
ST, E

NA

NA

NA

NA

NA

NA

S/F, F, D, E

GT135
(NW-P/PP)

NP

NA

0.300 (50)

2.0/6095 (150), CH

1.18 (265)

0.178 (40)

0.401
(90)/50

NP

NP

NA

NA

NA

NA

NA

NA

F, D, E

GT142
(NW-P/PP)

NP

NA

0.212 (70)

1.7/5500 (135), CH

1.38 (310)

0.222 (50)

0.533
(120)/50

3

S/F

NA

NA

NA

NA

NA

NA

F, D, E

GT160
(NW-P/PP)

NP

NA

0.212 (70)

1.5/4480 (110), CH

1.82 (410)

0.267 (60)

0.711
(160)/50

2

SP, D

NA

NA

NA

NA

NA

NA

S/F, F, E

GT180
(NW-P/PP)

NP

NA

0.180 (80)

1.35/3657 (90), CH

2.38 (535)

0.378 (85)

0.911
(205)/50

1

SP, D,
ST, E

NA

NA

NA

NA

NA

NA

S/F, F, E, D

SW200
(W-SF/PP)

NP

1

0.425 (40)

0.05/203 (5), CH

3.11 (700)

0.333 (75)

0.90
(200)/15

3

NP

NP

NP

NP

NP

NP

NP

NP

0.05/163 (4), CH

4.45
(1000)

0.533 (120)

1.40
(315)/15

1

SP, ST

NP

NP

NP

NP

NP

NP

SF

SW315 (W/PP)

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

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

NP

1

0.425 (40)

= 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 »

50

Geosynthetics | December 2019 January 2020
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Geosynthetics December 2019/January 2020

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