Panel pro provizorní vozovky 300/200/182024-12-30T06:30:42+01:00
Panel for temporary roads 300/200/18
Additional assortment

Panel for temporary roads 300/200/18

61 Uherský Ostroh

Panel for temporary roads 300/200/18
TrademarkDimensions (cm)Concrete ClassVolume (m3)Weight (kg)
LBH
IZD 98/1030020018C 30/37-XF 41,06102650

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.