Approach slab
Approach slab
(OP)
I am working as a civil engineer in oil industry.
I have used a culvert so that the pipe rack (at 1 meter elevation) will cross the road. The road will go up to culvert elevation (2.35m) and then down. I have not used any approach slab before and after the culvert, so is it wrong?
Is the road slope acceptable?
Thanks and regards,
I have used a culvert so that the pipe rack (at 1 meter elevation) will cross the road. The road will go up to culvert elevation (2.35m) and then down. I have not used any approach slab before and after the culvert, so is it wrong?
Is the road slope acceptable?
Thanks and regards,






RE: Approach slab
FYI - on a rural road your grae would be limited to about 7%, assuming you have to follow a design standard.
RE: Approach slab
RE: Approach slab
you can go ahead with expansion joints providing at every 30m intervals. i m doing such practice on my running project.
RE: Approach slab