bradlelf
Licensed Professional Engineer
I typically spec ASTM C361, D-25 for RCP outfalls of stormwater facilities, per 378 code. I have been looking at a lot of project specs lately that reference ASTM C443 instead of C361.
I really cant find a difference between the two; just getting frustrated that NRCS 378 specs dont match AIA standard specs.
Anyone spec C443 before for a SWM outfall?
I really cant find a difference between the two; just getting frustrated that NRCS 378 specs dont match AIA standard specs.
Anyone spec C443 before for a SWM outfall?