UNIPROMET

ROAD RESTRAINT SYSTEMS - RAL-RG 620

Overview of systems tested in accordance with DIN EN 1317 (Performance classes as per DIN EN 1317)

Sistems pile-driven

Containment level - N2
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
ESP/4.0
Single-side safety barrier, post spacing 4,0m
ESP/4.0 S1.1-110 N2 W5
WN=1,6m
D=1,5m A 60 m
ESP/2.0 S1.1-111 N2 W4
WN=1,3m
D=1,2m A 60 m
ESP Plus/2.0
Single-side safety barrier Plus
ESP Plus/2.0

S1.1-112
S1.1-113

N2 W4
WN=1,2m
D=1,1m A 60 m
ESP Plus/W1

S1.1-114
S1.1-115

N2 W1
WN=0,6m
DN=0,5m B 40 m

SUPER–RAIL ES

SUPER – RAIL - N2 W2 DN=0,5m A 60 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Containment level - H1
      Drawing    Containment level Working width Dynamic deflection Impact severity level Test length
EDSP/2.0
Single-side safety barrier with spacer
ESP/4.0 S1.1-120 H1 W5
WN=1,6m
D=1,3m A 60 m
EDSP/1.33 S1.1-121 H1 W4
WN=1,2m
D=0,9m A 60 m
DDSP/4.0
Double-side safety barrier with spacer
ESP Plus/2.0

S1.1-130

H1 W6
WN=1,9m
D=1,8m A 60 m

SUPER–RAIL ES

SUPER – RAIL - H1 W3
WN=0,8m
DN=0,7m A 60 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Containment level - H2
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length

DDSP/1.33SL
Double-side safety barrier with spacer and slip-plate

DDSP/1.33SL S1.1-131 H2 W7
WN=2,3m
D=1,7 A 64 m

EDSP/2.0
(with joint effect) Incline of median <1:1

EDSP/2.0 S1.1-122 H2 W8
WN=2,7m
- A 68 m
SUPER–RAIL SUPER–RAIL

S1.1-310

H2 W4
WN=1,3m
D=0,8m A 40 m

SUPER–RAIL
(overroad signs)

 

SUPER – RAIL S1.1-313 H2 W3
WN=0,9m (including static part of dash base)
D=0,55m B 28 m

SUPER–RAIL twofold
(with separate effect)

SUPER–RAIL

S1.1-320

H2 W4
WN=1,3m
- A 40 m

SUPER–RAIL twofold
(with separate effect) Inclined median

SUPER – RAIL S1.1-321 H2 W4
WN=1,3m
- A 40 m
SUPER–RAIL double - sided DDSP/1.33SL S1.1-330 H2 W4
WN=1,2m
- B 60 m

SUPER–RAIL double - sided
Inclined median

EDSP/2.0 S1.1-331 H2 W4
WN=1,2m
- B 60 m
SUPER–RAIL Light SUPER–RAIL

S1.1-310

H2 W5
WN=1,5m
D=1,0m B 52 m
SUPER–RAIL Light twofold
(with separate effect)
SUPER – RAIL S1.1-360 H2 W5
WN=1,5m
- B 52 m
SUPER–RAIL Light twofold
(with separate effect) Inclined median
SUPER–RAIL

S1.1-361

H2 W5
WN=1,5m
- B 52 m
SUPER–RAIL Eco SUPER – RAIL S1.1-321 H2 W4
WN=1,3m
D=0,7m B 52 m
SUPER–RAIL Eco twofold
(with separate effect)
SUPER – RAIL S1.1-380 H2 W4
WN=1,3m
- B 52 m
SUPER–RAIL Eco twofold
(with separate effect) Inclined median)
SUPER – RAIL S1.1-381 H2 W4
WN=1,3m
D=0,7m B 52 m
SUPER–RAIL
Eco double - sided
SUPER – RAIL S1.1-390 H2 W4
WN=1,2m
D=0,6m B 52 m
SUPER–RAIL
Eco double - sided
Inclined median
SUPER – RAIL S1.1-391 H2 W4
WN=1,2m
D=0,6m B 52 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Containment level - H4b
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
SUPER–RAIL SUPER –RAIL S1.1-310 H4b W7
WN=2,2m
D=2,12m A 76 m
SUPER–RAIL twofold
(with separate effect)
SUPER –RAIL S1.1-320 H4b W7 WN=2,2m - A 76 m
SUPER–RAIL double - sided SUPER –RAIL

S1.1-330

H4b W5 D=0,9m B 76 m

SUPER–RAIL plus

SUPER –RAIL S1.1-340 H4b W5 - B 76 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Systems on structures

Containment level - H1
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
EDSP/1.33 on structures
(with rail)
SUPER –RAIL S1.2-120 H1 W5 WN=1,6m D=1,2m A 68 m

 

Containment level - H2
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
EDSP/1.33 on structures
(with rail)
SUPER –RAIL S1.2-120 H2 W7 WN=2,2m D=1,2m A 80 m
SUPER–RAIL on structures SUPER –RAIL S1.2-310 H2 W4 WN=1,2m D=0,65m B 36 m
SUPER–RAIL twofold on structures
(with separate effect)
SUPER –RAIL

S1.2-320

H2 W4 WN=1,2m

 

- B 36 m

SUPER–RAIL double - sided on structures

SUPER –RAIL S1.2-330 H2 W4 - B 60 m
SUPER–RAIL Light on structures SUPER –RAIL S1.2-350 H2 W4 WN=1,3m D=0,9m B 36 m
SUPER–RAIL Light twofold on structures (with separate effect) SUPER –RAIL S1.2-310 H2 W4 WN=1,3m - B 36 m
SUPER–RAIL Eco on structures SUPER –RAIL

S1.2-370

H2 W4 WN=1,3m D=1,0m A 60 m

SUPER–RAIL Eco twofold on structures (with separate effect)

SUPER –RAIL S1.2-380 H2 W4 WN=1,3m - A 60 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Containment level - H4b
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
SUPER–RAIL twofold on structures
(with separate effect)
SUPER –RAIL S1.2-320 H4b W7 - B 40 m
SUPER–RAIL on structures
(with rail)
SUPER –RAIL S1.2-340 H4b W6 WN=2,1m D=1,31m B 80 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Transitions

Containment level - H1
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
Flextra SR-EDSP (SUPER-RAIL to EDSP) Flextra S3.1-320 H2 W4 - B 12 m
Flextra SRL-EDSP (SUPER-RAIL Light to EDSP) SUPER –RAIL S3.1-350 H2 W4 - B 12 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Containment level - H2
     Drawing  Containment level Working width Dynamic deflection Impact severity level Test length
Flextra SR-C
(SUPER-RAIL to concrete barrier)
Flextra

S3.1-325
(steel)
S3.1-326

(concrete)
H2 W3 - C

14,8 m
(steel)
13,1 m

(concrete)
Flextra SR-SRL (SUPER-RAIL to SUPER RAIL Light) SUPER –RAIL S3.1-321 H2
(No chrash test necessary)
W3 - B 12 m
Flextra SR-SRE (SUPER-RAIL to SUPER RAIL Eco) SUPER –RAIL S3.1-350 H2
(No chrash test necessary)
- - - 12 m

W - Class of working width
WN - Normalised working width in accordance with EN 1317-2

 

Terminals

Performance class - P2
   Drawing  Performance class Class of permanent lateral displacement Class of exit box dimensions Impact severity level Test length
Terminal EDSP S4.1-120 P2U x1/y1 Z1 A 12 m

SYSTEMS