The number of displayed items is: 93
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| System name | ESP/4.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.6 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 60 m |
| System width | 0.18 m |
| The depth of the pile | 1,20 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | ESP/2.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 60 m |
| System width | 0.18 m |
| The depth of the pile | 1,20 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | ESP Plus/2.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 60 m |
| System width | 0.18 m |
| The depth of the pile | 1,20 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | ESP Plus W1 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W1 |
| Dynamic deflection | 0.5 m |
| ASI | B |
| Vehicle penetration | / |
|
|
|
| Tested length | 40 m |
| System width | 0.18 m |
| The depth of the pile | 1,20 m |
| Working Width | 0.6 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL ES/1.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.5 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 40 m |
| System width | 0.18 m |
| The depth of the pile | 1.05 m |
| Working Width | 0.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL ES/1.33 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.7 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 60 m |
| System width | 0.18 m |
| The depth of the pile | 1.05 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/4.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.6 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1,00 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/2.0 MPS |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1,00 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/1.33 MPS |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.8 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1,00 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | ESP/4.0 UFS |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.4 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 60 m |
| System width | 0.18 m |
| The depth of the pile | 1,20 m |
| Working Width | 1.6 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | ESP BOS |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.2 m |
| ASI | B |
| Vehicle penetration | / |
|
|
|
| Tested length | 20 m |
| System width | 0.86 m |
| The depth of the pile | 1,20 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL 1.33 H2 W5 TYPE B |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 44 m |
| System width | 0.21 m |
| The depth of the pile | 0,96 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL PLUS 1.00 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W1 |
| Dynamic deflection | 0.3 m |
| ASI | B |
| Vehicle penetration | / |
|
|
|
| Tested length | 60 m |
| System width | 0.34 m |
| The depth of the pile | 0,80 m |
| Working Width | 0.6 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | EDSP/1.33 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | A |
| Vehicle penetration | 2 m |
|
|
|
| Tested length | 60 m |
| System width | 0.5 m |
| The depth of the pile | 1.28 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL ES/1.0 |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.7 m |
| ASI | A |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 40 m |
| System width | 0.21 m |
| The depth of the pile | 1.05 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL ES/1.33 |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1 m |
| ASI | A |
| Vehicle penetration | 1.3 m |
|
|
|
| Tested length | 60 m |
| System width | 0.21 m |
| The depth of the pile | 1.05 m |
| Working Width | 1.1 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/2.0 MPS |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | 2.1 m |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1.00 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/1.3 MPS |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.8 m |
| ASI | A |
| Vehicle penetration | 2.2 m |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1.00 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | DDSP/4.0 doppelt |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W6 |
| Dynamic deflection | 1.8 m |
| ASI | A |
| Vehicle penetration | 2.1 m |
|
|
|
| Tested length | 60 m |
| System width | 0.8 m |
| The depth of the pile | 1.28 m |
| Working Width | 1.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNIRAIL 3.0 H1W3 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | 1.2 m |
|
|
|
| Tested length | 49.5 m |
| System width | 0.21 m |
| The depth of the pile | 0.89 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNIRAIL 1.33 TYPE B |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | A |
| Vehicle penetration | 1.7 m |
|
|
|
| Tested length | 44 m |
| System width | 0.21 m |
| The depth of the pile | 0.96 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNIRAIL 2.66 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1 m |
| ASI | A |
| Vehicle penetration | 2 m |
|
|
|
| Tested length | 54.0 m |
| System width | 0.21 m |
| The depth of the pile | 0.98 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | EDSP/2.0 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W8 |
| Dynamic deflection | 2.9 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 68 m |
| System width | 0.5 m |
| The depth of the pile | 1.28 m |
| Working Width | 3.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | DDSP/2.0++ doppelt |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A |
| Working Width | W6 |
| Dynamic deflection | 1.7 m |
| ASI | A |
| Vehicle penetration | 2.1 m |
|
|
|
| Tested length | 80 m |
| System width | 0.8 m |
| The depth of the pile | 1.28 m |
| Working Width | 1.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.8 m |
| ASI | A |
| Vehicle penetration | 1.3 m |
|
|
|
| Tested length | 40 m |
| System width | 0.5 m |
| The depth of the pile | 1.26 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL VZB |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.5 m |
| ASI | B |
| Vehicle penetration | 0.9 m |
|
|
|
| Tested length | 28 m |
| System width | 0.5 m |
| The depth of the pile | 1.26 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL doppelt |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 1 m |
|
|
|
| Tested length | 60 m |
| System width | 0.86 m |
| The depth of the pile | 1.26 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.7 m |
| ASI | A |
| Vehicle penetration | 1.3 m |
|
|
|
| Tested length | 52 m |
| System width | 0.45 m |
| The depth of the pile | 1.01 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco doppelt |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.7 m |
| ASI | B |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 52 m |
| System width | 0.45 m |
| The depth of the pile | 1.01 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco MUF |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | A |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 52 m |
| System width | 0.45 m |
| The depth of the pile | 1.01 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco HS |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 0.8 m |
|
|
|
| Tested length | 36 m |
| System width | 0.37 m |
| The depth of the pile | 1.05 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Light |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.1 m |
| ASI | B |
| Vehicle penetration | 2.4 m |
|
|
|
| Tested length | 52 m |
| System width | 0.45 m |
| The depth of the pile | 1.11 m |
| Working Width | 1.5 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL 3W 1.5 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 1 m |
|
|
|
| Tested length | 45 m |
| System width | 0.29 m |
| The depth of the pile | 0.87 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL 3W 2.0 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W5 |
| Dynamic deflection | 1.6 m |
| ASI | A |
| Vehicle penetration | 2.1 m |
|
|
|
| Tested length | 40 m |
| System width | 0.35 m |
| The depth of the pile | 1.00 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL HS |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.5 m |
| ASI | B |
| Vehicle penetration | 0.8 m |
|
|
|
| Tested length | 60 m |
| System width | 0.45 m |
| The depth of the pile | 1.11 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL 1.33 TYPE B |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.5 m |
| ASI | A |
| Vehicle penetration | 1.6 m |
|
|
|
| Tested length | 44 m |
| System width | 0.21 m |
| The depth of the pile | 0.96 m |
| Working Width | 1.6 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL 1.33 TYPE A |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A |
| Working Width | W5 |
| Dynamic deflection | 1.6 m |
| ASI | A |
| Vehicle penetration | 2.3 m |
|
|
|
| Tested length | 44 m |
| System width | 0.21 m |
| The depth of the pile | 0.96 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL PLUS 1.33 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 1.5 m |
|
|
|
| Tested length | 44 m |
| System width | 0.21 m |
| The depth of the pile | 0.79 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL ULTRA 3W 1.5 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W2 |
| Dynamic deflection | 0.7 m |
| ASI | B |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 49 m |
| System width | 0.29 m |
| The depth of the pile | 0.87 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL PLUS 1.00 |
|---|---|
| Retention level | L2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 60 m |
| System width | 0.34 m |
| The depth of the pile | 0.80 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL |
|---|---|
| Retention level | L4b |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W7 |
| Dynamic deflection | 2 m |
| ASI | A |
| Vehicle penetration | 2.5 m |
|
|
|
| Tested length | 76 m |
| System width | 0.5 m |
| The depth of the pile | 1.16 m |
| Working Width | 2.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL doppelt |
|---|---|
| Retention level | L4b |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 3.4 m |
|
|
|
| Tested length | 60 m |
| System width | 0.86 m |
| The depth of the pile | 1.26 m |
| Working Width | 1.5 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Pro |
|---|---|
| Retention level | L4b |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | B |
| Vehicle penetration | 3.6 m |
|
|
|
| Tested length | 60 m |
| System width | 0.32 m |
| The depth of the pile | 1.01 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL HS |
|---|---|
| Retention level | L4b |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 3.3 m |
|
|
|
| Tested length | 60 m |
| System width | 0.45 m |
| The depth of the pile | 1.11 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco HS |
|---|---|
| Retention level | L4b |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 4.1 m |
|
|
|
| Tested length | 80 m |
| System width | 0.37 m |
| The depth of the pile | 1.05 m |
| Working Width | 1.1 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco Safe 1.33 Bw |
|---|---|
| Retention level | N2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W1 |
| Dynamic deflection | 0.5 m |
| ASI | A |
| Vehicle penetration | 0 m |
|
|
|
| Tested length | 36 m |
| System width | 0.3 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.6 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe 1.33 Bw |
|---|---|
| Retention level | L1 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.6 m |
| ASI | A |
| Vehicle penetration | 2.4 m |
|
|
|
| Tested length | 36 m |
| System width | 0.3 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Bw |
|---|---|
| Retention level | L2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 1.2 m |
|
|
|
| Tested length | 36 m |
| System width | 0.5 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Bw doppelt |
|---|---|
| Retention level | L2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 1.2 m |
|
|
|
| Tested length | 36 m |
| System width | 0.86 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco Bw |
|---|---|
| Retention level | L2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 60 m |
| System width | 0.45 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Light Bw |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.8 m |
| ASI | B |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 36 m |
| System width | 0.45 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco Bw doppelt |
|---|---|
| Retention level | L2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 1.4 m |
|
|
|
| Tested length | 60 m |
| System width | 0.7 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Eco HS Bw |
|---|---|
| Retention level | L2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W1 |
| Dynamic deflection | 0.4 m |
| ASI | B |
| Vehicle penetration | 0.7 m |
|
|
|
| Tested length | 36 m |
| System width | 0.37 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.5 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL HS Bw |
|---|---|
| Retention level | L2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.4 m |
| ASI | B |
| Vehicle penetration | 0.8 m |
|
|
|
| Tested length | 60 m |
| System width | 0.45 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL PLUS 1.33 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.7 m |
| ASI | B |
| Vehicle penetration | 1.3 m |
|
|
|
| Tested length | 44 m |
| System width | 0.34 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNI RAIL 3W 1.5 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Triple beam |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | B |
| Vehicle penetration | 1.2 m |
|
|
|
| Tested length | 54 m |
| System width | 0.34 m |
| The depth of the pile | 0.190 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Plus Bw |
|---|---|
| Retention level | H4b |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W6 |
| Dynamic deflection | 1.2 m |
| ASI | B |
| Vehicle penetration | >3,5 m |
|
|
|
| Tested length | 80 m |
| System width | 0.6 m |
| The depth of the pile | 0.125 m |
| Working Width | 2.1 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL Pro Bw |
|---|---|
| Retention level | L4b |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.3 m |
| ASI | B |
| Vehicle penetration | 1.7 m |
|
|
|
| Tested length | 72 m |
| System width | 0.32 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | SUPER RAIL HS Bw |
|---|---|
| Retention level | L4b |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 4.2 m |
|
|
|
| Tested length | 60 m |
| System width | 0.45 m |
| The depth of the pile | 0.125 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | EDSP/2.0 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.3 m |
| ASI | A |
| Vehicle penetration | 2.3 m |
|
|
|
| Tested length | 60 m |
| System width | 0.5 m |
| The depth of the pile | 1.28 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/2.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | 0 m |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1,00 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/1.33 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.8 m |
| ASI | A |
| Vehicle penetration | 0 m |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1,00 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/2.0 |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | 2.1 m |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1.00 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | Eco-Safe/1.33 |
|---|---|
| Retention level | L1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.8 m |
| ASI | A |
| Vehicle penetration | 2.2 m |
|
|
|
| Tested length | 48 m |
| System width | 0.14 m |
| The depth of the pile | 1.00 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 2.66 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 1 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 64 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT 4.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.4 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 64 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 1.4 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE EASY 4.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.5 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 64 m |
| System width | 0.21 m |
| The depth of the pile | 0.95 m |
| Working Width | 1.6 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 1.33 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 1.5 m |
| ASI | A |
| Vehicle penetration | 1 m |
|
|
|
| Tested length | 80 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT 2.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.8 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 64 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE EASY 2.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 1 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 64 m |
| System width | 0.21 m |
| The depth of the pile | 0.95 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT 2.66 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | Table |
| Dynamic deflection | 0.7 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 88 m |
| System width | 0.21 m |
| The depth of the pile | 0.95 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 4.0 |
|---|---|
| Retention level | N2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | / |
|
|
|
| Tested length | 56 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 2.0 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | 3.3 m |
|
|
|
| Tested length | 56 m |
| System width | 0.21 m |
| The depth of the pile | 1.04 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 2.0 BW |
|---|---|
| Retention level | H1 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.7 m |
| ASI | A |
| Vehicle penetration | 2.8 m |
|
|
|
| Tested length | 68 m |
| System width | 0.21 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 3W 2.66 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W4 |
| Dynamic deflection | 1.1 m |
| ASI | A |
| Vehicle penetration | 1.5 m |
|
|
|
| Tested length | 72 m |
| System width | 0.21 m |
| The depth of the pile | 0.9 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE SM 3W 2.00 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W3 |
| Dynamic deflection | 0.5 m |
| ASI | A |
| Vehicle penetration | 1.2 m |
|
|
|
| Tested length | 48 m |
| System width | 0.31 m |
| The depth of the pile | 0.85 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT 3W 2.00 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Triple beam |
| Working Width | W4 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 1.7 m |
|
|
|
| Tested length | 52 m |
| System width | 0.21 m |
| The depth of the pile | 0.165 m |
| Working Width | 1.24 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 3W 2.00 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Triple beam |
| Working Width | W3 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 0.9 m |
|
|
|
| Tested length | 52 m |
| System width | 0.315 m |
| The depth of the pile | 0.165 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE SM 3W 2.00 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Triple beam |
| Working Width | W3 |
| Dynamic deflection | 0.7 m |
| ASI | B |
| Vehicle penetration | 1.1 m |
|
|
|
| Tested length | 48 m |
| System width | 0.315 m |
| The depth of the pile | 0.25 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE SM 3W 1.33 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Triple beam |
| Working Width | W3 |
| Dynamic deflection | 0.6 m |
| ASI | B |
| Vehicle penetration | 1.1 m |
|
|
|
| Tested length | 48 m |
| System width | 0.33 m |
| The depth of the pile | 0.25 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE DOUBLE 1.33 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | B |
| Vehicle penetration | 1.42 m |
|
|
|
| Tested length | 80 m |
| System width | 0.31 m |
| The depth of the pile | 0.92 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE DOUBLE 2.0 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W5 |
| Dynamic deflection | 1.6 m |
| ASI | A |
| Vehicle penetration | 2 m |
|
|
|
| Tested length | 80 m |
| System width | 0.28 m |
| The depth of the pile | 0.93 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE M DOUBLE 1.33 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.5 m |
| ASI | B |
| Vehicle penetration | 1 m |
|
|
|
| Tested length | 52 m |
| System width | 0.41 m |
| The depth of the pile | 1.0 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT DOUBLE 2.0 |
|---|---|
| Retention level | H2 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | 1.9 m |
|
|
|
| Tested length | 52 m |
| System width | 0.26 m |
| The depth of the pile | 1.04 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE DOUBLE 1.33 BW |
|---|---|
| Retention level | H2 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W2 |
| Dynamic deflection | 0.4 m |
| ASI | B |
| Vehicle penetration | 0.9 m |
|
|
|
| Tested length | 52 m |
| System width | 0.41 m |
| The depth of the pile | 0.165 m |
| Working Width | 0.8 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE PRO 3W 2.0 |
|---|---|
| Retention level | H3 |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W5 |
| Dynamic deflection | 1.3 m |
| ASI | A |
| Vehicle penetration | 2.8 m |
|
|
|
| Tested length | 81 m |
| System width | 0.41 m |
| The depth of the pile | 1.01 m |
| Working Width | 1.4 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE PRO 3W 2.0 BW |
|---|---|
| Retention level | H4b |
| Place of installation | On the bridge/Concrete |
| Beam type | Triple beam |
| Working Width | W3 |
| Dynamic deflection | 0.7 m |
| ASI | A |
| Vehicle penetration | 2.3 m |
|
|
|
| Tested length | 81 m |
| System width | 0.55 m |
| The depth of the pile | 0.175 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE EASY 2.0 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | 2.3 m |
|
|
|
| Tested length | 40 m |
| System width | 0.21 m |
| The depth of the pile | 0.95 m |
| Working Width | 1.3 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE PRO 3W 2.0 |
|---|---|
| Retention level | H4b |
| Place of installation | Embankment/Bank |
| Beam type | Triple beam |
| Working Width | W5 |
| Dynamic deflection | 1.6 m |
| ASI | A |
| Vehicle penetration | 1.6 m |
|
|
|
| Tested length | 81 m |
| System width | 0.55 m |
| The depth of the pile | 1.01 m |
| Working Width | 1.7 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT 2.0 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1 m |
| ASI | A |
| Vehicle penetration | 1.8 m |
|
|
|
| Tested length | 64 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 1.0 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE LIGHT 2.66 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W3 |
| Dynamic deflection | 0.9 m |
| ASI | A |
| Vehicle penetration | 1.7 m |
|
|
|
| Tested length | 88 m |
| System width | 0.21 m |
| The depth of the pile | 0.95 m |
| Working Width | 0.9 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 4.0 |
|---|---|
| Retention level | H1 |
| Place of installation | Embankment/Bank |
| Beam type | Profile A and Profile B |
| Working Width | W4 |
| Dynamic deflection | 1.2 m |
| ASI | A |
| Vehicle penetration | 2.7 m |
|
|
|
| Tested length | 56 m |
| System width | 0.21 m |
| The depth of the pile | 0.85 m |
| Working Width | 1.2 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
| System name | UNISAFE 1.33 BW |
|---|---|
| Retention level | H1 |
| Place of installation | On the bridge/Concrete |
| Beam type | Profile A and Profile B |
| Working Width | W1 |
| Dynamic deflection | 0.3 m |
| ASI | A |
| Vehicle penetration | 1.1 m |
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| Tested length | 68 m |
| System width | 0.21 m |
| The depth of the pile | 0.125 m |
| Working Width | 0.5 m |
| Technical drawing in PDF format | Technical drawing in DWG format |
| Certificate of Consistency of Performance | |
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