Road panel 300/150/15
61 Uherský Ostroh, 07 Čerčany, 51 Nové Hrady
Technical conditions of delivery
Declaration of Conformity
|Trademark||Dimensions (cm)||Concrete Class||Volume (m3)||Weight (kg)|
|IZD 3/10||300||150||15||C 25/30-XF1||0,6730||1620|
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.