|
 |
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| ESP/4.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.6 m | A | / |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.18 m | 1,20 m | 1.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| ESP/2.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | / |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.18 m | 1,20 m | 1.05 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| ESP Plus/2.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | A | / |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.18 m | 1,20 m | 0.95 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| ESP Plus W1 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W1 | 0.5 m | B | / |
| Tested length | System width | The depth of the pile | |
| 40 m | 0.18 m | 1,20 m | 0.35 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL ES/1.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.5 m | A | / |
| Tested length | System width | The depth of the pile | |
| 40 m | 0.18 m | 1.05 m | 0.35 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL ES/1.33 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.7 m | A | / |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.18 m | 1.05 m | 0.55 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/4.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.6 m | A | / |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1,00 m | 1.46 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/2.0 MPS | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | A | / |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1,00 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/1.33 MPS | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.8 m | A | / |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1,00 m | 0.65 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| ESP/4.0 UFS | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.4 m | A | / |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.18 m | 1,20 m | 1.25 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| ESP BOS | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.2 m | B | / |
| Tested length | System width | The depth of the pile | |
| 20 m | 0.86 m | 1,20 m | 0.05 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL 1.33 H2 W5 TYPE B | N2 | Embankment/Bank | Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | A | / |
| Tested length | System width | The depth of the pile | |
| 44 m | 0.21 m | 0,96 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL PLUS 1.00 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W1 | 0.3 m | B | / |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.34 m | 0,80 m | 0.15 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| EDSP/1.33 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | A | 2.00 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.5 m | 1.28 m | 0.95 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL ES/1.0 | L1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.7 m | A | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 40 m | 0.21 m | 1.05 m | 0.55 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL ES/1.33 | L1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1 m | A | 1.30 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.21 m | 1.05 m | 0.85 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/2.0 MPS | L1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | 2.10 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1.00 m | 1.05 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/1.3 MPS | L1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.8 m | A | 2.20 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1.00 m | 0.65 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| DDSP/4.0 doppelt | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W6 | 1.8 m | A | 2.10 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.8 m | 1.28 m | 1.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNIRAIL 3.0 H1W3 | H1 | Embankment/Bank | Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | A | 1.20 m |
| Tested length | System width | The depth of the pile | |
| 49.5 m | 0.21 m | 0.89 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNIRAIL 1.33 TYPE B | L1 | Embankment/Bank | Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | A | 1.70 m |
| Tested length | System width | The depth of the pile | |
| 44 m | 0.21 m | 0.96 m | 0.95 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNIRAIL 2.66 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1 m | A | 2.00 m |
| Tested length | System width | The depth of the pile | |
| 54.0 m | 0.21 m | 0.98 m | 0.85 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| EDSP/2.0 | H2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W8 | 2.9 m | A | / |
| Tested length | System width | The depth of the pile | |
| 68 m | 0.5 m | 1.28 m | 2.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| DDSP/2.0++ doppelt | H2 | Embankment/Bank | Profile A |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W6 | 1.7 m | A | 2.10 m |
| Tested length | System width | The depth of the pile | |
| 80 m | 0.8 m | 1.28 m | 1.55 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.8 m | A | 1.30 m |
| Tested length | System width | The depth of the pile | |
| 40 m | 0.5 m | 1.26 m | 0.65 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL VZB | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.5 m | B | 0.90 m |
| Tested length | System width | The depth of the pile | |
| 28 m | 0.5 m | 1.26 m | 0.35 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL doppelt | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.6 m | B | 1.00 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.86 m | 1.26 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.7 m | A | 1.30 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.45 m | 1.01 m | 0.55 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco doppelt | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.7 m | B | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.45 m | 1.01 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco MUF | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | A | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.45 m | 1.01 m | 0.95 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco HS | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.6 m | B | 0.80 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.37 m | 1.05 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Light | H2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.1 m | B | 2.40 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.45 m | 1.11 m | 0.92 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL 3W 1.5 | H2 | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | B | 1.00 m |
| Tested length | System width | The depth of the pile | |
| 45 m | 0.29 m | 0.87 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL 3W 2.0 | H2 | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.6 m | A | 2.10 m |
| Tested length | System width | The depth of the pile | |
| 40 m | 0.35 m | 1.00 m | 1.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL HS | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.5 m | B | 0.80 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.45 m | 1.11 m | 0.35 m |
|
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL 1.33 TYPE B | L2 | Embankment/Bank | Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.5 m | A | 1.60 m |
| Tested length | System width | The depth of the pile | |
| 44 m | 0.21 m | 0.96 m | 1.35 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL 1.33 TYPE A | H2 | Embankment/Bank | Profile A |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.6 m | A | 2.30 m |
| Tested length | System width | The depth of the pile | |
| 44 m | 0.21 m | 0.96 m | 1.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL PLUS 1.33 | H2 | Embankment/Bank | Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | B | 1.50 m |
| Tested length | System width | The depth of the pile | |
| 44 m | 0.21 m | 0.79 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL ULTRA 3W 1.5 | H2 | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.7 m | B | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 49 m | 0.29 m | 0.87 m | 0.55 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL PLUS 1.00 | L2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.6 m | B | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.34 m | 0.80 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL | L4b | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W7 | 2 m | A | 2.50 m |
| Tested length | System width | The depth of the pile | |
| 76 m | 0.5 m | 1.16 m | 1.85 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL doppelt | L4b | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 0.9 m | B | 3.40 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.86 m | 1.26 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Pro | L4b | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | B | 3.60 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.32 m | 1.01 m | 0.95 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL HS | L4b | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.9 m | B | 3.30 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.45 m | 1.11 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco HS | L4b | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.9 m | B | 4.10 m |
| Tested length | System width | The depth of the pile | |
| 80 m | 0.37 m | 1.05 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco Safe 1.33 Bw | N2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W1 | 0.5 m | A | 0.00 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.3 m | 0.125 m | 0.35 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe 1.33 Bw | L1 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.6 m | A | 2.40 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.3 m | 0.125 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Bw | L2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.6 m | B | 1.20 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.5 m | 0.125 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Bw doppelt | L2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.6 m | B | 1.20 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.86 m | 0.125 m | 0.45 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco Bw | L2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.9 m | A | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.45 m | 0.125 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Light Bw | H2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.8 m | B | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.45 m | 0.125 m | 0.65 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco Bw doppelt | L2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.9 m | B | 1.40 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.7 m | 0.125 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Eco HS Bw | L2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W1 | 0.4 m | B | 0.70 m |
| Tested length | System width | The depth of the pile | |
| 36 m | 0.37 m | 0.125 m | 0.25 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL HS Bw | L2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.4 m | B | 0.80 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.45 m | 0.125 m | 0.25 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL PLUS 1.33 BW | H2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.7 m | B | 1.30 m |
| Tested length | System width | The depth of the pile | |
| 44 m | 0.34 m | 0.125 m | 0.55 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNI RAIL 3W 1.5 BW | H2 | On the bridge/Concrete | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | B | 1.20 m |
| Tested length | System width | The depth of the pile | |
| 54 m | 0.34 m | 0.190 m | 0.95 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Plus Bw | H4b | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W6 | 1.2 m | B | 3.50 m |
| Tested length | System width | The depth of the pile | |
| 80 m | 0.6 m | 0.125 m | 1.05 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL Pro Bw | L4b | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.3 m | B | 1.70 m |
| Tested length | System width | The depth of the pile | |
| 72 m | 0.32 m | 0.125 m | 0.15 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| SUPER RAIL HS Bw | L4b | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.9 m | B | 4.20 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.45 m | 0.125 m | 0.75 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| EDSP/2.0 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.3 m | A | 2.30 m |
| Tested length | System width | The depth of the pile | |
| 60 m | 0.5 m | 1.28 m | 1.15 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/2.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | A | 0.00 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1,00 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/1.33 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.8 m | A | 0.00 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1,00 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/2.0 | L1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | 2.10 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1.00 m | 1.05 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| Eco-Safe/1.33 | L1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.8 m | A | 2.20 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.14 m | 1.00 m | 0.65 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 2.66 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 1 m | A | / |
| Tested length | System width | The depth of the pile | |
| 64 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT 4.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.4 m | A | / |
| Tested length | System width | The depth of the pile | |
| 64 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE EASY 4.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.5 m | A | / |
| Tested length | System width | The depth of the pile | |
| 64 m | 0.21 m | 0.95 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 1.33 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 1.5 m | A | 1.00 m |
| Tested length | System width | The depth of the pile | |
| 80 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT 2.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.8 m | A | / |
| Tested length | System width | The depth of the pile | |
| 64 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE EASY 2.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 1 m | A | / |
| Tested length | System width | The depth of the pile | |
| 64 m | 0.21 m | 0.95 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT 2.66 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.7 m | A | / |
| Tested length | System width | The depth of the pile | |
| 88 m | 0.21 m | 0.95 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 4.0 | N2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | / |
| Tested length | System width | The depth of the pile | |
| 56 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 2.0 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | A | 3.30 m |
| Tested length | System width | The depth of the pile | |
| 56 m | 0.21 m | 1.04 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 2.0 BW | H1 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.7 m | A | 2.80 m |
| Tested length | System width | The depth of the pile | |
| 68 m | 0.21 m | 0.125 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 3W 2.66 | H2 | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.1 m | A | 1.50 m |
| Tested length | System width | The depth of the pile | |
| 72 m | 0.21 m | 0.9 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE SM 3W 2.00 | H2 | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.5 m | A | 1.20 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.31 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT 3W 2.00 BW | H2 | On the bridge/Concrete | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 0.9 m | B | 1.70 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.21 m | 0.165 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 3W 2.00 BW | H2 | On the bridge/Concrete | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.6 m | B | 0.90 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.315 m | 0.165 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE SM 3W 2.00 BW | H2 | On the bridge/Concrete | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.7 m | B | 1.10 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.315 m | 0.25 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE SM 3W 1.33 BW | H2 | On the bridge/Concrete | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.6 m | B | 1.10 m |
| Tested length | System width | The depth of the pile | |
| 48 m | 0.33 m | 0.25 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE DOUBLE 1.33 | H2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | B | 1.42 m |
| Tested length | System width | The depth of the pile | |
| 80 m | 0.31 m | 0.92 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE DOUBLE 2.0 | H2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.6 m | A | 2.00 m |
| Tested length | System width | The depth of the pile | |
| 80 m | 0.28 m | 0.93 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE M DOUBLE 1.33 | H2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.5 m | B | 1.00 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.41 m | 1.0 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT DOUBLE 2.0 | H2 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | 1.90 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.26 m | 1.04 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE DOUBLE 1.33 BW | H2 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W2 | 0.4 m | B | 0.90 m |
| Tested length | System width | The depth of the pile | |
| 52 m | 0.41 m | 0.165 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE PRO 3W 2.0 | H3 | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.3 m | A | 2.80 m |
| Tested length | System width | The depth of the pile | |
| 81 m | 0.41 m | 1.01 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE PRO 3W 2.0 BW | H4b | On the bridge/Concrete | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.7 m | A | 2.30 m |
| Tested length | System width | The depth of the pile | |
| 81 m | 0.55 m | 0.175 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE EASY 2.0 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | 2.30 m |
| Tested length | System width | The depth of the pile | |
| 40 m | 0.21 m | 0.95 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE PRO 3W 2.0 | H4b | Embankment/Bank | Triple beam |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W5 | 1.6 m | A | 1.60 m |
| Tested length | System width | The depth of the pile | |
| 81 m | 0.55 m | 1.01 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT 2.0 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1 m | A | 1.80 m |
| Tested length | System width | The depth of the pile | |
| 64 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE LIGHT 2.66 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W3 | 0.9 m | A | 1.70 m |
| Tested length | System width | The depth of the pile | |
| 88 m | 0.21 m | 0.95 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 4.0 | H1 | Embankment/Bank | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W4 | 1.2 m | A | 2.70 m |
| Tested length | System width | The depth of the pile | |
| 56 m | 0.21 m | 0.85 m | 0 m |
|
|
||
|---|---|---|---|
| System name | Containment level | Place of installation | Beam type |
| UNISAFE 1.33 BW | H1 | On the bridge/Concrete | Profile A and Profile B |
| Working Width | Dynamic deflection | ASI | Vehicle intrusion |
| W1 | 0.3 m | A | 1.10 m |
| Tested length | System width | The depth of the pile | |
| 68 m | 0.21 m | 0.125 m | 0 m |