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#1 |
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New Guy
Trade: Engineer
Join Date: Sep 2009
Posts: 27
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Paving & Railroad Crossings
So I'm speccing this road to be paved. I have a rail road crossing though, and the cross is normal rail, with the rubber mats laid in there. so the driver transfers from asphalt, to the rubber & rails, then back to asphalt.
I'm putting a 3" lift of new surface on all of this...how do I avoid keeping my crossing from being bumpy? Do I need to pick up the rubber and add 3" asphalt (or something else) under it? stack more rubber on it? what do you guys suggest? |
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#2 |
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Pro
Trade: Masonry consultant
Join Date: Nov 2006
Location: MSP, Minnesota
Posts: 2,447
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Re: Paving & Railroad Crossings
Talk to the railroad engineers to find our what has worked well and is acceptable.
They have seen more of there situations than you have.
__________________
Dick Engineer, designer and consultant recently active domestically and internationally on construction and design in about 35 countries. |
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#3 |
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The Old Master
Trade: Plumbing & Heating
Join Date: Jul 2009
Location: Allentown, PA
Posts: 91
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Re: Paving & Railroad Crossings
Interesting ... How much space is there from edge of asphalt to edge of rubber mat? I would assume at least 6-7" As it is now the tire would leave asphalt, cross rail and then go onto rubber mat and again 3' later (roughly) ... Now you talk about raising rubber 3" . Now the tire will not have the rail to ride on. (unless you raise the rail) BUMP - BUMP! and BUMP - BUMP! Again!
Seems to me like these specs should call for a mill job at the crossing of 3" then gradually the paving can be brought up to the new cap. That should satisfy the driving public and the railroad. Of course I am just a plumber. Sanitary Engineer ... |
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#4 |
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New Guy
Trade: Engineer
Join Date: Sep 2009
Posts: 27
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Re: Paving & Railroad Crossings
Heh, the railroad is technically plant property, so I don't think it's a conventional question. The last plant engineer to have dealt with this would have been several decades ago.
I was hoping a paving contractor had paved over such a crossing before, and could tell me how they handled it |
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#5 |
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Pro
Trade: Commercial Superintendent
Join Date: Mar 2009
Posts: 1,511
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Re: Paving & Railroad Crossings |
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#6 |
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New Guy
Trade: Engineer
Join Date: Sep 2009
Posts: 27
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Re: Paving & Railroad Crossings
I believe it's asphalt all the way up mat, and it's fairly level with little space.
I had considered just trimming my resurface down low at that point, just sloping it down to the crossing, and then after the crossing sloping back up to 3" to avoid making ANY changes to the railroad, while keeping things smooth. |
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#7 |
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New Guy
Trade: Engineer
Join Date: Sep 2009
Posts: 27
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Re: Paving & Railroad Crossings |
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#8 |
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Pro
Trade: Commercial Superintendent
Join Date: Mar 2009
Posts: 1,511
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Re: Paving & Railroad Crossings
My reply was written before you posted that this was a private siding (or whatever) on a plant. I apologize, but I am the Anti-wingnut. And Wingnut engineers are not unheard of. The suggestions to ask the RR does sound good, you don't want to f**k up the train, no matter who's property it is on. Derail the train, and your boss will be screaming at you "why didn't you listen to Anti-wingnut!!!!!!!!!!!!!!".
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#9 |
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New Guy
Trade: Engineer
Join Date: Sep 2009
Posts: 27
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Re: Paving & Railroad Crossings
I understand, and you are correct. I need to see who has authority over it and throw my thoughts by them.
I just figured someone had paved across one before at some point, and maybe would have some insight. |
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