Geosynthetics December 2019/January 2020 - 49

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/ 4,482 (110),
CH (TYPICAL)

2,891 (650)
(TYPICAL)

423 (95)
(TYPICAL)

1,068
(240)/70
(TYPICAL)

NA

NA

NA

NA

NA

NA

NA

NA

F, D, E, ST, SP

PETROMAT®
Enviro™

153
(4.5)

NA

NA

NA

NA

NA

400 (90) / 25

NA

NA

NA

NA

NA

NA

NA

NA

A/O

PETROMAT®
4598 (NW-P/PP)

140
(4.1)

NA

NA

NA

NA

NA

450 (101)/50

Type 2

A/O

NA

NA

NA

NA

NA

NA

A/O

PETROMAT®
Plus-White 4597
(NW-P/PP)

156
(4.6)

NA

NA

NA

NA

NA

534 (120)/50

NA

NA

NA

NA

NA

NA

NA

NA

A/O

PETROMAT®
Plus-White 4598
(NW-P/PP)

140
(4.1)

NA

NA

NA

NA

NA

450 (101)/50

Type 2

A/O

NA

NA

NA

NA

NA

NA

A/O

PETROMAT®
Plus-White 4599
(NW-P/PP)

122
(3.6)

NA

NA

NA

NA

NA

400 (90)/50

NA

NA

NA

NA

NA

NA

NA

NA

A/O

GEOTEX® 1341
NH (NW-P/PP)

509 (15.0)
(TYPICAL)

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

10.0 (57)

10.0 (57)

NA

NA

SP, F, P

REFLECTEX®
1541 (NW-P/PP)

498
(14.7)

NA

N

NA

NA

NA

NA

NA

NA

NA

NA

10.0 (57)

10.0 (57)

NA

NA

SP, F, P

REFLECTEX®
1341 (NW-P/PP)

509 (15.0)
(TYPICAL)

NA

N

NA

NA

NA

NA

NA

NA

NA

NA

10.0 (57)
(TYPICAL)

10.0 (57)
(TYPICAL)

NA

NA

SP, F, P

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

Puncture ASTM D 6241
kN (lb)

0.180 (80)
(TYPICAL)

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® 801
DND (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

Saint-Gobain ADFORS America l www.adfors.com
GlasPave 25
(N/W,O/C),
(FG/PET)

136
(4.0)

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

25
(140)✧/
<5%

25
(140)✧/
<5%

NA

NA

A/O, PR

GlasPave 50
(N/W,O/C),
(FG/PET)

237
(7.0)

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

50
(280)✧/
<5%

50
(280)✧/
<5%

NA

NA

A/O, PR

✧Tensile test performed under ASTM D5035

[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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49
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Geosynthetics December 2019/January 2020

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