Geosynthetics December 2019/January 2020 - 42

GEOTEXTILES
M288 Transportation-Related Applications

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

1.10/3300 (80), CH

10.0
(2245)

1.0 x 1.0
(225 x 225)

2.5 x 2.5
(560 x 560)/
NP

1, 2, 3

SP, ST

35 (200)

45 (257)

70 (400)

70 (400)

NP

NP

F, R, SP, ST

ACETex ES710
(W/PP)

NP

NP

0.425 (40)

0.4/1200 (29), CH

9.0 (2021)

NP

2.0 x 2.0
(449 x 449)/
NP

1, 2, 3

SP, ST

45 (257)

60 (343)

70 (400)

70 (400)

NP

NP

F, R, SP, ST

ACETex GT500-II
(W/PET)

NP

NP

NP

NP

NP

NP

NP

NP

ST

NP

NP

500
(2860)

500
(2860)

336
(22995)

289
(19778)

R, SP, ST

ACETex
GT1400-I
W/PET)

NP

NP

NP

NP

NP

NP

NP

NP

ST

490
(2800)

NP

1400
(8000)

100
(570)

940
(64331)

810
(55434)

R

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

Puncture ASTM D 6241
kN (lb)

0.425 (40)

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

NP

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

NP

Percent Open Area
CWO-22125 %

ACETex ES520
(W/PP)

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

Grab Tensile/Elongation
ASTM D 4632 kN (lb)/%

Physical Properties
Trapezoid Tearing Strength
ASTM D 4533 kN (lb)

Filtration/Hydraulic Properties

Reinforcement Applications

Strength @ 5%
Strain [5]

Ultimate
Strength %
(Tult) [5]

MD

XD

MD

XD

ACE Geosynthetics Inc. l www.geoace.com

AFITEX-Texel Geosynthetics Inc. l www.draintube.net
GEOTER FPET
200 (K/PET)

351
(10)

NA

NA

NA

3.6 (809)

NP

NP

NA

NA

95 (542)

NA

200
(1142)
/10

10 (57)
/10

NP

NP

R, ST, SP

GEOTER FPET
1200/100
(K/PET)

1688
(50)

NA

NA

NA

9.0 (2023)

NP

NP

NA

NA

450
(2570)

45 (257)

1200
(6852)
/10

100
(571)
/10

NP

NP

R, ST, SP

GEOTER WPET
200-50 (K/PET)

347
(10)

NA

NA

NA

4.1 (910)

NP

NP

NA

NA

75 (428)

20 (114)

200
(1142)
/10

50 (286)
/10

NP

NP

R, ST

GEOTER WPET
1000-50 (K/PET)

1350
(40)

NA

NA

NA

10.8
(2428)

NP

NP

NA

NA

350
(2000)

20 (114)

1000
(5710)
/10

50 (286)
/10

NP

NP

R, ST

AGRU America Inc. l www.agruamerica.com
Agrutex 041
(NW-P/PP)

136 (4)

NA

0.212 (70)

1.8/CH 5467 (135)

1.5 (335)

0.223 (50)

0.445
(120)/50

3

D, SP

NA

NA

NA

NA

NA

NA

S/T, S/P, F,
D, E, P

Agrutex 061
(NW-P/PP)

203 (6)

NA

0.212 (70)

1.5/CH 4479 (110)

1.9 (435)

0.289 (65)

0.756
(170)/50

2, 3

D, SP, ST

NA

NA

NA

NA

NA

NA

S/T, S/P, F,
D, E, P

Agrutex 081
(NW-P/PP)

271 (8)

NA

0.180 (80)

1.3/CH 3895 (95)

2.7 (600)

0.423 (95)

0.979
(220)/50

1, 2, 3

F, E,
SP, ST

NA

NA

NA

NA

NA

NA

S/T, S/P, F, D,
E, P, R

Agrutex 101
(NW-P/PP)

339
(10)

NA

0.150 (100)

1.1/CH 3280 (80)

3.2 (725)

0.467 (105)

1.20
(270)/50

1, 2, 3

F, E,
SP, ST

NA

NA

NA

NA

NA

NA

S/T, S/P, F, D,
E, P, R

Agrutex 121
(NW-P/PP)

401
(12)

NA

0.150 (100)

1.0/CH 2870 (60)

4.1 (925)

0.556 (125)

1.42
(320)/50

1, 2, 3

F, E,
SP, ST

NA

NA

NA

NA

NA

NA

S/T, S/P, F, D,
E, P, R

Agrutex 161
(NW-P/PP)

544
(16)

NA

0.150 (100)

0.7/CH 2050 (50)

5.0
(1125)

0.668 (150)

1.74
(390)/50

1, 2, 3

F, E,
SP, ST

NA

NA

NA

NA

NA

NA

S/T, S/P, F, D,
E, P, R

[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 »

42

Geosynthetics | December 2019 January 2020
http://www.geoace.com http://www.draintube.net http://www.agruamerica.com
Geosynthetics December 2019/January 2020

Table of Contents for the Digital Edition of Geosynthetics December 2019/January 2020
