- Road
constructions- Concrete crash barrier blocks and spitter walls
- Concrete crash barrier BSV, type ŽPSV 110/O
- Concrete crash barrier BSV, type ŽPSV 110/O-K
- Concrete crash barrier BSV, type ŽPSV 120/J
- Betonové svodidlo BSV typ ŽPSV 120/J-K
- Betonové svodidlo BSV typ ŽPSV 120/O
- Betonové svodidlo BSV typ ŽPSV 120/O-K
- Element of spitter wall P1
- Element of spitter wall P2
- Element of spitter wall P3
- Prvek stabilní vodící stěny R100-90
- Svodidlo MPHS-1200
- Svodidlo MPHS-1600
- Other prefabricated elements for traffic construcction
- Prefabricates for temporary site roads
- Panel for temporary roads 300/100/18
- Panel for temporary roads 300/100/21,5
- Panel for temporary roads 300/200/18
- Panel for temporary roads 300/200/21,5
- Road panel 150/100/15
- Road panel 200/100/15
- Road panel 200/100/18
- Road panel 300/100/15
- Road panel 300/100/18
- Road panel 300/100/21,5
- Road panel 300/120/15
- Road panel 300/150/15
- Road panel 300/200/15
- Road panel 300/200/18
- Road panel 300/200/21,5
- Prefabricates for ground shaping
- Concrete crash barrier blocks and spitter walls
Road constructions
Road panel 300/150/15
61 Uherský Ostroh, 07 Čerčany
Technical conditions of delivery
Declaration of Conformity
| Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | ||
|---|---|---|---|---|---|---|
| L | B | H | ||||
| IZD 3/10 | 300 | 150 | 15 | C 25/30-XF1 | 0,6730 | 1620 |
Usage:
For temporary site roads, concrete areas, parking places and the like. These panels are intended for disposability.
The panels are applicable for a traffic load by design axle 100 kN and with passage number less than 1.0 x 104.
The minimum thickness of base course arises from the modulus of elasticity of subgrade 20 (30, 45) MPa, at load-bearing capacity of the subgrade characterized by modulus of subgrade reaction k = 60 (90, 120) MN/cu. m and is given in the type document.
„Reinforced Concrete Panels for Temporary Roads“ issued by Study and Standardization Institute in 1991.