- Additional assortment
- covers made of paving and slabs
- Concrete paver VPSsVL type A
- 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
- Reinforcing building block 2,1x1,0x0,18
- Reinforcing building block 2,1x0,5x0,18
- Square highway slab III.
- 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
- Reinforcing building block var. III.
- Reinforcing building block var. III./2
- Reinforcing building block var. V.
- vineyard posts
- covers made of paving and slabs
Additional assortmentRoad panel 300/200/21,5
61 Uherský Ostroh
Technical conditions of delivery
Declaration of Conformity
| Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | ||
|---|---|---|---|---|---|---|
| L | B | H | ||||
| IZD 12/19 | 300 | 200 | 21,5 | C 25/30-XF1 | 1,2900 | 3160 |
Usage:
For temporary site roads, concrete areas, parking places and the like. These panels are intended for disposability, when principles of design and technology of laying are kept the panels can be used repeatedly. 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.