SAFENCE wire rope safety fence systems are tested, approved and classified in accordance to all of the major sets of crash test standards in the world; European EN 1317, Swedish slope barrier amendment TRVMB 350 as well as American NCHRP 350 and MASH.


EN1317

 SYSTEM  APPLICATION CONTAINMENT LEVEL WORKING WIDTH POST DISTANCE IMPACT SEVERITY

GWP A1-A5
(kg CO2e/m)

 GWP B1-B7*
(kg CO2e/m)
3RI-96 Median / side N2 W4 / W5 2.5 - 3.0 m A 20.27 - 22.13 0.19 - 0.45
BL-3-I Median / side N2 W3 2.0 m A TBA  
BL-3-I Median / side H1 W4 / W5 1.0 - 1.5 m A TBA  
4RI-96 Median / side N2 W4 / W5 2.5 - 3.0 m A 23.87 - 25.74 0.19 - 0.45 
4RI-96 Median / side H1 W5 2.5 m A 25.74 0.23 - 0.45 
BL-4-I Median / side H1 W4 1.5 m A 33.22  
BL-4-I Median / side H2 W5  1.5 m A 33.22 0.35 - 0.71 
               
3RC-96 Median / side N2 W4 / W5 2.5 - 3.0 m A 19.58 - 22.89  0.17 - 0.42 
4RC-96 Median / side N2 W4 / W5 2.5 - 3.0 m A 23.18 - 26.46 0.17 - 0.42
4RC-96 Median / side H1 W5 2.5 m A 21.40 EPD 0.21 - 0.42 
BL-4-C Median / side H2 W5 1.5 m A 32.78 0.69
               

*Yearly quantity of CO2-equivalents are modelled from 2+1 lane configuration with an AADT at 10 800.

EN1317 + TRVMB 350

SYSTEM APPLICATION CONTAINMENT LEVEL WORKING WIDTH POST DISTANCE IMPACT SEVERITY GWP A1-A5
(kg CO2e/m)		 GWP B1-B7*
(kg CO2e/m) 
3RU-Slope-02 Side / slope N2S W6 3.5 m A 24.59  0.37
4RU-Slope-02 Side / slope N2s W6 3.0 m A 26.56  0.40
               

*Yearly quantity of CO2-equivalents are modelled from 2+1 lane configuration with an AADT at 10 800.


NCHRP 350

SYSTEM APPLICATION CONTAINMENT LEVEL DYNAMIC DEFLECTION POST DISTANCE ASI GWP A1-A5
(kg CO2e/m) 		 GWP B1-B7*
(kg CO2e/m)
3RC-06 Median / side TL3 1.2 - 2.1 m  2.0 - 4.0 m  0.58  20.31 - 29.12  0.16 - 0.56
3RC-06 Median / side TL4 1.2 - 2.1 m 2.0 - 4.0 m 0.58  20.31 - 29.12   0.16 - 0.56 
4RC-06 Median / side TL3 1.2 - 2.1 m 2.0 - 4.0 m 0.58  24.06 - 32.87  0.16 - 0.56 
4RC-06 Median / side TL4 1.2 - 2.1 m 2.0 - 4.0 m 0.58  24.06 - 32.87  0.16 - 0.56 
 3RC-Slope-10 Median/ side / slope TL3 2.6 m 4.88 m 0.39 21.14  0.21 - 0.47
4RC-Slope-10 Median / side / slope TL3 2.6 m 4.88 m 0.39  23.30 0.21 - 0.47

*Yearly quantity of CO2-equivalents are modelled from 2+1 lane configuration with an AADT at 10 800.


MASH 2016

SYSTEM APPLICATION CONTAINMENT LEVEL DYNAMIC DEFLECTION POST DISTANCE ASI

GWP A1-A5
(kg CO2e/m) 

 GWP B1-B7*
(kg CO2e/m) 
3RSC-16 Side / slope TL3 2.2 m 2.0 m 0.46 38.73  0.66 
4RSC-16 Side / slope TL3 2.2 m 2.0 m 0.46 42.48  0.66
4RC-19 Median / side TL3 2.2 - 2.7 m 2.5 - 3.0 m 0.62 24.18 - 27.43  0.20 - 0.46
 4RC-19 Median / side  TL4 2.8 m 3.0 m 0.62 24.18 0.20 - 0.40
               

*Yearly quantity of CO2-equivalents are modelled from 2+1 lane configuration with an AADT at 10 800.


END TERMINALS

TERMINAL STANDARD LENGTH TERMINAL POSTS CONTAINMENT LEVEL GWP A1-A5
(kg CO2e)  
T4.2-92 * 4.2 m 0 ** 670
T8.0-02 *  8.0 m 0 **  686 
T10.0-19 MASH 2016 10.0 m 2 TL3  698
T12.0-05 NCHRP 350 12.0 m 6 TL3  736 
           


*Tested in conjunction with full safety barrier section according to EN 1317
** Performance according to safety barrier system

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