Geosynthetics December 2021/January 2022 - 47

GEOTEXTILES
M288 Transportation-Related Applications
Filtration/Hydraulic Properties
Physical Properties
Reinforcement Applications
Wide Width Tensile/Elongation
ASTM D 4595 kN/m (lb/in)/%
Strength @ 5%
Strain [5]
Ultimate
Strength %
(Tult) [5]
MD
XD
MD
XD
Carthage Mills l www.carthagemills.com
0.28/733 (18), CH
Carthage 6%
(W-PP)
FX-55
(W-PP)
FX-66
(W-PP)
FX-400MF
(W-PP)
FX-45HS
(NW-PP-P-h)
FX-60HS
(NW-PP-P-h)
FX-80HS
(NW-PP-P-h)
NA
NA
NA
NA
NA
NA
NA
4-6
<1
<1
NA
NA
NA
NA
0.212
(70)
0.425
(40)
0.425
(40)
0.60
(30)
0.212
(70)
0.212
(70)
0.180
(80)
0.05/204 (5), FH
0.05/160 (4), FH
0.40/1222 (30), CH
1.70/4890
(120), CH
1.50/4480
(110), CH
135/3666 (90), CH
4.23
(950)
3.11
(700)
4.0
(900)
NP
1.38
(310)
1.82
(410)
2.23
(500)
Dalco Nonwovens l www.dalcononwovens.com
0.30 (50)
Dalco 1031
(NW-P/PP)
Dalco 1035
(NW-P/PP)
Dalco 1040
(NW-P/PP)
Dalco 1045
(NW-P/PP)
Dalco 1060
(NW-P/PP)
Dalco 1070
(NW-P/PP)
Dalco 1080
(NW-P/PP)
Dalco 1100
(NW-P/PP)
Dalco 1120
(NW-P/PP)
Dalco 1160
(NW-P/PP)
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
0.30 (50)
0.212 (70)
0.212 (70)
0.212 (70)
0.212 (70)
0.18 (80)
0.18 (80)
0.15 (100)
0.15 (100)
2.2/6927 (170), CH
2.1/6095 (165), CH
2.0/5700 (140), CH
1.8/4885 (120), CH
1.4/4479 (110), CH
1.4/4479 (110), CH
1.3/4074 (100), CH
1.2/3251 (80), CH
0.9/3055 (75), CH
0.7/2035 (50), CH
0.934
(210)
1.157
(260)
1.379
(310)
1.490
(335)
1.824
(410)
2.046
(460)
2.335
(525)
2.780
(625)
3.670
(825)
4.559
(1025)
0.44 x 0.27
(100 x 60)
0.33
(75)
0.51
(115)
NP
0.22
(50)
0.27
(60)
0.36
(80)
1.64 x 1.11
(370 x 250)/
15
0.89
(200)/15
1.40
(315)/15
NP
0.53
(120)/50
0.71
(160)/50
0.91
(205)/50
D, E
2
3
2, 1
NA
3
2
1
(15-50%
& >50%)
SP, ST
SP, ST
NA
D, SP, ST
D, SP,
ST, E
D, SP,
ST, E
NA
NA
NA
35 (200)
NA
NA
NA
NA
NA
NA
39.4
(225)
NA
NA
NA
39.4
(225)
21.0
(120)
30.6
(175)
70
(400)/9
NA
NA
NA
25.4
(145)
21
(120)
35
(200)
70
(400)/9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
E, F, S, S/F, ST,
SP, R
SP, ST, R
SP, ST, R
SP, ST, R
D, SP
D, SP, ST, E
D, SP, ST, E
0.11 (25)
0.178 (40)
0.202 (45)
0.22 (50)
0.269 (60)
0.333 (75)
0.359 (80)
0.444 (100)
0.51 (115)
0.644 (145)
0.35 (80)/50
0.401
(90)/50
0.45
(100)/50
0.54
(120)/50
0.71
(160)/50
0.80
(180)/50
0.91
(205)/50
1.1 (250)/50
1.33
(300)/50
1.69
(380)/50
NP
NP
NP
3
2
2
1
1
1
1
NP
NP
NP
SP, D, F, E
SP, D, F, E
SP, D, F, E
ST, SP, D,
F, E
ST, SP, D,
F, E
ST, SP, D,
F, E
ST, SP, D,
F, E
NA
NA
NA
NA
NP
NP
NP
NP
NP
NP
NA
NA
NA
NA
NP
NP
NP
NP
NP
NP
NA
NA
NA
NA
NP
NP
NP
NP
NP
NP
NA
NA
NA
NA
NP
NP
NP
NP
NP
NP
NA
NA
NA
NA
NP
NP
NP
NP
NP
NP
NA
NA
NA
NA
NP
NP
NP
NP
NP
NP
F, D, E
F, D, E
F, D, E
F, D, E
P
P
P
P
P
P
[1] NW = Non woven, -P = needlepunched, -h = calendered
W = Woven, -SF = slit film
= Knitted
t
K
[4] SP = Separation
ST = Stabilization
F
= Filtration
A/O = Asphalt overlay
[5] MD = Machine direction
[2] PP = Polypropylene, PET = Polyester, * = average
[3] FH = Test is run by the falling head method
CH = Test is run by the constant head method
S/F
= Silt Fence
D = Drainage
E
= Erosion Control
SSG = Subgrade Stabilization Geosynthetic
XD = Cross-machine direction
= thermally bonded
[6] For a minimum of 10,000 hours, extrapolated to
a 75 year time period
O/C = Other/combination
[7] LTDS =
Tult
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.
« Geosynthetics recommends you contact the manufacturers before making any specifying/purchasing decisions »
www.GeosyntheticsMagazine.com
47
SP = Separation
ST = Stabilization
F
RC
= Filtration
= Reinforcement Composite
P = Protection
S/F = Silt Fence
D = Drainage
E = Erosion Control
A/O = Asphalt overlay
SSG = Subgrade Stabilization Geosynthetic
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.
[8] R
= Reinforcement
Product Name (Structure [1]/
Polymer Type [2])
Mass Per Unit Area
ASTM D 5261 g/m2 (oz/yd2)
Percent Open Area
CWO-22125 %
Apparent Opening Size
ASTM D 4751 mm
(U.S. sieve)
Permittivity
ASTM D 4491 sec-1
Flow Rate (FH or CH) [3]
l/min/m2 (gal/min/ft2)
Puncture ASTM D 6241
kN (lb)
Trapezoid Tearing Strength
ASTM D 4533 kN (lb)
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]
http://www.carthagemills.com http://www.dalcononwovens.com http://www.GeosyntheticsMagazine.com
Geosynthetics December 2021/January 2022

Table of Contents for the Digital Edition of Geosynthetics December 2021/January 2022
