Geosynthetics December 2019/January 2020 - 48

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]

1.7/5,704
(140), CH

1,379
(310)

222 (50)

534 (120)/50

3

SP, ST, D

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

GEOTEX® 601
(NW-P/PP)

NA

NA

0.212 (70)

1.5/4,482
(110), CH

1,824
(410)

267 (60)

712 (160)/50

2, 3

SP, ST,
D, E

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

GEOTEX® 801
(NW-P/PP)

NA

NA

0.180 (80)

1.5/4,482
(110), CH

2,335
(525)

356 (80)

912 (205)/50

1, 2, 3

SP, ST,
D, E

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

GEOTEX® 1001
(NW-P/PP)

NA

NA

0.150 (100)

1.2/3,260 (80), CH

3,114
(700)

445 (100)

1,112
(250)/50

1, 2, 3

SP, ST,
D, E

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

GEOTEX® 1601
(NW-P/PP)

NA

NA

0.150 (100)

0.7/2,037 (50), CH

4,804
(1080)

645 (145)

1,690 (380)/
50

1, 2, 3

SP, ST,
D, E

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

GEOTEX® 200ST
(W-PP)

NA

NA

0.425 (40)

0.05/163 (4), FH

3,114
(700)

334 (75)

890 (200)/15

3

SP, ST

NA

NA

NA

NA

NA

NA

SP, ST

GEOTEX® 350ST
(W-PP)

NA

NA

0.600 (30)

0.05/163 (4), FH

4,448
(1,000)

445 (100)

1,557 x 1,557
(350 x 350)/
25

NA

NA

19.8
(113)

19.8
(113)

52.5
(300) / 8

47.3
(270) / 8

NA

NA

R, SP, ST

GEOTEX® 2X2HF
(W-PP)

NA

NA

0.600 (30)

0.6/1,630 (40), FH

4,448
(1,000)

578 x 445
(130 x 100)

NA

NA

NA

18.6
(106)

21.0
(120)

38.5
(220) / 7

35.9
(205) / 7

NA

NA

R, SP, ST, F,
D, E

GEOTEX® 3X3HF
(W-PP)

NA

NA

0.425 (40)

0.52/1,630 (40), FH

7,117
(1,600)

801 x 623
(180 x 140)

NA

1, 2, 3

SP, ST,
D, E

20.3
(116)

25.4
(145)

52.5
(300) / 10

52.5
(300) / 10

NA

NA

R, SP, ST, F,
D, E

GEOTEX® 4X4HF
(W-PP)

NA

NA

0.600 (30)

0.4/1,222 (30), FH

8,896
(2,000)

801 x 801
(180 x 180)

NA

NA

NA

35.0
(200)

43.8
(225)

70.1
(400) / 9

70.1
(400) / 9

NA

NA

R, SP, ST, F,
D, E

GEOTEX® 3X3 UF
(W-PP)

NA

NA

0.425 (40)

0.9/3,056 (75) FH

NA

NA

NA

1, 2, 3

SP, ST,
D, E

26.3
(150)

32.9
(188)

NA

NA

NA

NA

R, SP, ST, F,
D, E

GEOTEX® 4X4 UF
(W-PP)

NA

NA

0.425 (40)

1/3,056 (75), FH

NA

NA

NA

1, 2, 3

SP, ST,
D, E

21 (120)

63.9
(365)

NA

NA

NA

NA

R, SP, ST, F,
D, E

GEOTEX® 401
DND (NW-P/PP)

NA

NA

0.212 (70)
(TYPICAL)

2.0/6,112 (150),
CH (TYPICAL)

1,379 (310)
(TYPICAL)

222 (50)
(TYPICAL)

534 (120)/70
(TYPICAL)

NA

NA

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

GEOTEX® 601
DND (NW-P/PP)

NA

NA

0.212 (70)
(TYPICAL)

2.0/6,112 (150),
CH (TYPICAL)

2,193 (493)
(TYPICAL)

378 (85)
(TYPICAL)

881 (198)/70
(TYPICAL)

NA

NA

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

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

Puncture ASTM D 6241
kN (lb)

0.212 (70)

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)

NA

Percent Open Area
CWO-22125 %

GEOTEX® 401
(NW-P/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

Propex GeoSolutions l www.propexglobal.com

[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 »

48

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

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