- 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 assortmentPanel for temporary roads 300/100/18
31 Doloplazy
Technical conditions of delivery
Declaration of Conformity
| Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | ||
|---|---|---|---|---|---|---|
| L | B | H | ||||
| IZD 134/10 | 300 | 100 | 18 | C 30/37-XF4 | 0,5240 | 1310 |
Usage:
It serves as a temporary road surface of site roads and traffic diversions of public roads. These panels are intended for reuse, but continuous use is not excluded. As base course a non-bond base course can be used, for long-term or continuous usage also a reinforced base course.
The panels are applicable for a traffic load by design axle 100 kN and with passage number 1.5 x 105.
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.