Panel for temporary roads 300/200/18
61 Uherský Ostroh
Technical conditions of delivery
Declaration of Conformity
Trademark | Dimensions (cm) | Concrete Class | Volume (m3) | Weight (kg) | ||
---|---|---|---|---|---|---|
L | B | H | ||||
IZD 98/10 | 300 | 200 | 18 | C 30/37-XF 4 | 1,0610 | 2650 |
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.