I got permission to Open cut the railroad and they said they wanted to see a shoring diagram due to liability purposes. Does anybody have any info on where I can take a look at any diagrams or what they might be looking for. Obviously, if we got permission to open cut, then why the hell would...
Does anybody have examples on Defelection Determination (Spangler Formula)
I need to prove to the RR Company that a 36" Casing pipe (coated) is thick(.75") enough to support E-80 Loading. The casing pipe is going to be approx 3' below the RR Tracks. 2-A modified Stone will be used for...
I will look into that. Actually the culvert is approx 2X3 or 2x4 NOT 2x6 (mountain stone) my fault. How it stands up to E-80 loading is anybodys guess. The culvert is actually a combine sewer line. We are looking at replacing it due to RR wanting to REHAB the intersection and now would be a...
Hey guys I need your help.
I have an existing 2x6 culvert approx 1.8' under an railroad track. I was going to replace it with 42" Class 54 or 56 DIP(.017%) but I have no room for elevation change. The Prop DIP will be around 1.8' below the bottom of the track. Do you guys have any idea what...
