Geosynthetics December 2024/January 2025 - 70

GEOGRIDS
Dimensional Properties [2]
Aperture Size
mm (in)
Tensile Strength/[Elongation]
ASTM D 6637 [2] kN/m (lb/ft)/%
Strength @ 5% Strain
Ultimate Strength/%
(Tult)
ACE Geosynthetics Inc. l www.geoace.com
ACEGrid GG1000-I
woven
ACEGrid GG400-II
ACEGrid GG1200-II
FRAS
woven
woven
PET
PET
PET
PVC
PVC
Flameretardant
and
Anti-static
Polymer
NP
NP
AFITEX-Texel Geosynthetics Inc. l www.afitextexel.com
Polymeric
NOTEX GLASS C
100-100/40 AN
NOTEX C 55/20-25
NOTEX C 70/20-25
Warp-Knitting
Warp-Knitting
Warp-Knitting
FG
PET
PET
Polymeric
Polymeric
414 (12)
132 (3.9)
160 (4.7)
40 (1.6)
25 (1.0)
25 (1.0)
Core & Main Geosynthetics l www.coreandmain.com
ESBX11
Intergrally Formed
Biaxial
ESBX12
Intergrally Formed
Biaxial
PP
PP
NA
NA
NA
NA
NP
NP
NP
1200 (82226)
1200
(82226)
NA
NA
W, S, E
NP
NP
250 (17109)
NP
NP
NP
1000 (68440)
400 (27408)
100 (6845)
400 (27408)
709 (48522)
282 (19323)
689 (47153)
269 (18432)
W, S, E
W, S, E
40 (1.6)
40 (1.6)
40 (1.6)
NA
NA
21.7 (1486.5)
26.3 (1802)
7.9 (541.3)
7.9 (541.3)
100 (6852)
/ 2.6
55 (3769)
/ 10
70 (4796)
/ 10
100 (6852)
/ 2.6
20 (1370)
/ 10
20 (1370)
/ 10
NA
NP
NP
NA
NP
NP
A/O, PR
R, AE
R, AE
26(1.0)
26 (1.0)
Geosynthetic Solutions l www.geosyntheticsolutions.com
3D-T Triplanar Grid
Integrally formed
3D-HT Triplanar Grid
3D-XL Triplanar Grid
3D-SN+ Triplanar
Grid
MG 270 Mining Grid
Integrally formed
Integrally formed
Integrally formed
Integrally formed
PP
PP
PP
PP
PP
N/A
N/A
N/A
N/A
Flameretardant
polymer
TerraGrid
RX1200
TerraGrid SX2020
TerraGrid SX1515
 nominal
Integrally formed
Integrally formed
Integrally formed
Integrally formed
N/A
N/A
N/A
N/A
N/A
Hanes Geo Components l www.hanesgeo.com
TerraGrid RX1100
PP
PP
PP
PP
NA
NA
NA
NA
NA
NA
NA
NA
32 (1.26)
32 (1.26)
60 (2.40)
32 (1.26)
58 (2.30)
33 (1.3)
33 (1.3)
8.5 (580)
11.8 (810)
13.4 (920)
19.6 (1,340)
12.4 (850)
19.2 (1,310)
19.0 (1,300)
28.8 (1,970)
NA
NA
NA
NA
B, SI
B, SI
32 (1.26)
32 (1.26)
60 (2.40)
32 (1.26)
60 (2.40)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
21.9 (1,500)
N/A
N/A
N/A
N/A
21.9 (1,500)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SI, B
SI, B
SI, B
SI, B
SI, B, W, E, S
25(1.0)
25(1.0)
35(1.4)
33(1.3)
33(1.3)
33(1.3)
35(1.4)
33(1.3)
8.5 (580)
11.8 (810)
13 (890)
10.2 (700)
13.4 (920)
19.6 (1340)
13 (890)
10.2 (700)
12.4 (850)
19.2 (1310)
20 (1370)
15.0 (1030)
19.0 (1300)
28.8 (1970)
20 (1370)
15.0 (1030)
NA
NA
NA
NA
NA
NA
NA
NA
B, SI
B, SI
B, SI
B, SI
[1] PET = Polyester,
HDPE = High density polyethylene
[4] LTDS =
PVC = Polyvinyl chloride
EP = Elastomeric Polymer
PVA = Polyvinyl alcohol
FG = Fiberglass
PP = Polypropylene
[2] MD = Machine direction
XD = Cross-machine direction
[3] Test per ASTM D 5262, for a minimum of 10,000 hours
and extrapolate to a 75-year time period.
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
that may apply to design. Reduction factors are site specific
and should be reviewed on a per project basis. Contact the
manufacturer for recommendations.
[5] A/O = Asphalt overlay
B = Base reinforcement
E = Embankments
PR = Pavement reinforcement
S
= Slopes
SI = Subgrade improvement
W = Walls
NP = Not provided by manufacturer
NA = Not applicable, per manufacturer
* = Not for sale in U.S.
« Geosynthetics recommends you contact the manufacturers before making any specifying/purchasing decisions »
70
Geosynthetics | Winter 2025
Companies were
requested to provide
minimum average
roll values (MARV).
All claims are the
responsibility of the
manufacturer.
Product Name
Manufacturing Process
Polymer Type [1]
Coating Type [1]
Mass/Unit Area
ASTM D 5261 g/m2
(oz/yd2)
MD
XD
MD
XD
MD
XD
Creep Limited
Strength-MD [3]
ASTM D 5262 kN/m (lb/ft)
LTDS GRI GG4-MD [4]
kN/m (lb/ft) (in sand)
Manufacturer's
Suggested
Applications [5]
http://www.geoace.com http://www.afitextexel.com http://www.coreandmain.com http://www.geosyntheticsolutions.com http://www.hanesgeo.com
Geosynthetics December 2024/January 2025

Table of Contents for the Digital Edition of Geosynthetics December 2024/January 2025
