Per IBC 2006:
1603.3 Live loads posted.
Where the live loads for which each floor or portion thereof of a commercial or industrial building is or has been designed to exceed 50 psf (2.40 kN/m 2 ), such design live loads shall be conspicuously posted by the owner in that part of each story in...
Thanks for the response. The rubber filler sounds like a good idea. I will look into it. However, I have not been able to locate a standard concrete slab detail from the railroad. If anyone has an example, I sure would appreciate it. My main concerns are thickness and reinforcing to support...
Does anyone know of a standard detail for poured in place concrete paving for tracks passing through a building? I have an industrial client that insists that the rails bear on a concrete slab with a cap slab flush with the top of rail.