Geosynthetics December 2019/January 2020 - 46

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]

0.05/203 (5), CH

3.12 (700)

0.333 (75)

0.90
(200)/15

3

SP, ST

NP

NP

NP

NP

NP

NP

E

TerraTex HD
(W-SF/PP)

NA

1

0.425 (40)

0.05/163 (4), CH

4.45
(1000)

0.533 (120)

1.40
(315)/15

1, 2, 3

SP, ST

NP

NP

NP

NP

NP

NP

E

TerraTex N04.5
(NW-P/PP)

NA

NA

0.212 (70)

1.7/4885 (120), CH

1.46 (340)

0.222 (50)

0.533
(120)/50

3

D, SP,
ST, E

NP

NP

NP

NP

NP

NP

F, S/F

TerraTex N06
(NW-P/PP)

NA

NA

0.212 (70)

1.5/4480 (110), CH

1.82 (410)

0.267 (60)

0.711
(160)/50

2, 3

SP, D

NP

NP

NP

NP

NP

NP

F, S/F, E

TerraTex N08
(NW-P/PP)

NA

NA

0.180 (80)

1.35/3657 (90), CH

2.38 (535)

0.378 (85)

0.911
(205)/50

1, 2, 3

ST, SP,
E, D

NP

NP

NP

NP

NP

NP

F, E

TerraTex HPG-27
(W/PP)

NA

NA

0.60 (30)

0.7/2037 (50), CH

NP

NP

NP

2, 3

SP

17.7
(101)

19.8
(113)

38.5
(220)

35.9
(205)

NP

NP

D, F, E, S/F, ST

TerraTex HPG-37
(W/PP)

NA

NA

0.60 (30)

0.52/1630 (40), CH

NP

NP

NP

1, 2, 3

SP

21.9
(125)

22.8
(130)

52.5
(300)

48.2
(275)

NP

NP

E, F, D, ST,
R, S/F

TerraTex HPG-57
(W/PP)

NA

NA

0.60 (30)

0.4/1222 (30), CH

NP

NP

NP

1, 2, 3

ST, SP

35.0
(200)

39.4
(225)

70 (400)

70 (400)

NP

NP

R, E, S/F

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)

1

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

NA

Percent Open Area
CWO-22125 %

TerraTex GS
(W-SF/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

Hanes Geo Components l www.hanesgeo.com

HUESKER Inc. l www.huesker.com
Stabilenka® 200
(W/PET)

400
(11.8)

NA

NA

NA

NA

NA

NA

NA

NA

100
(570)

NA

200/10
(1142)

N/A

130
(8899)

101
(6918)

R

Stabilenka® 300
(W/PET)

560
(16.5)

NA

NA

NA

NA

NA

NA

NA

NA

150
(856)

NA

300/10
(1710)

N/A

195
(13,344)

151
(10,368)

R

Stabilenka® 400
(W/PET)

700
(21)

NA

NA

NA

NA

NA

NA

NA

NA

200
(1141)

NA

400/10
(2280)

N/A

260
(17,797)

214
(14,704)

R

Stabilenka® 600
(W/PET)

1020
(30)

NA

NA

NA

NA

NA

NA

NA

NA

300
(1712)

NA

600/10
(3425)

N/A

390
(26,696)

322
(22,062)

R

Stabilenka® 800
(W/PET)

1380
(40.7)

NA

NA

NA

NA

NA

NA

NA

NA

400
(2283)

NA

800/10
(4565)

N/A

519
(35,584)

429
(29,408)

R

Stabilenka®
1000 (W/PET)

1800
(53)

NA

NA

NA

NA

NA

NA

NA

NA

500
(2854)

NA

1000/10
(5708)

N/A

649
(44,480)

536
(36,760)

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 »

46

Geosynthetics | December 2019 January 2020
http://www.hanesgeo.com http://www.huesker.com
Geosynthetics December 2019/January 2020

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