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Newport Bridge Error Will Cost Almost $500,000 To Fix.

The Wilmington (DE) News Journal  (5/23, Baker) reports Delaware’s Department of Transportation (DelDOT) in 2011 spent over $5 million to rebuilding a Newport bridge overpass to accommodate taller freight trains. In 2012, DelDOT found the bridge was too low. DelDOT subsequently requested a waiver from CSX to leave the bridge as is, but CSX refused. Correcting this error on the bridge will cost approximately $500,000. According to DelDOT state bridge engineer Barry Benton, the DelDOT survey team “mistakenly measured the clearance for the span from the ground rather than from the top of the tracks’ steel rails.”. Federal Highway Administration spokesman Doug Hecox said, “Incidents like this are teachable moments” that “actually serve to make the engineering community more thorough in their work.”

       http://www.delawareonline.com/...ct-mistake/84553084/

 

 

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Eddie Marra posted:
Engineer-Joe posted:

I heard they did the same error in Niagara Falls replacing an overpass. I couldn't confirm it.

NIAGARA FALLS!  Slowly I turned!!!

I can't believe you beat me to this. Great minds think alike.

Do you know that bit dates back to the earliest days of vaudeville and has at least a half dozen variations?

Besides the Niagara Falls version,  Abbott and Costello performed the "Susquehanna Hat Company" version on their 1950's TV show.

 

Yes, THEY have  !! A really big low bridge boo-boo happened in Pittsburgh many years ago when the PRR built a bridge over the Allegheny River in to the city. AFTER they built it, the Army Corps of Engineers decided it was too low for the stacks on river boats to clear.  The end result was they jacked up this really big bridge with big hydraulic jacks and added concrete caps  2-3 ft. thick on top of the piers and abutments.  The bridge is there, used every day.  This was more a  difference of opinion than a mistake.

OGR Webmaster posted:
hokie71 posted:
...the DelDOT survey team “mistakenly measured the clearance for the span from the ground rather than from the top of the tracks’ steel rails.”

You have GOT to be kidding me! Have we actually become that stupid?

Elevations for railroad grades usually are at ground level and not the tops of the rails, and many people not in the know think of it like they would for a roadway, where the elevation should be able to be taken as correct.

When I was still in the military, a contractor on a post I was serving at was hired to build a new engine house and they followed the instruction to the letter. The problem was, the same thing happened and nobody accounted for the added height of the roadbed, ties and rail. Locomotives could fit inside but it was so tight it literally scraped the paint off the tops of the fans the first time they pulled a GP into it. In that case, it was a minor subcontract to make the doors about a foot taller and cut the difference out of the openings.

That's when I first was told about this being a relatively common thing in the field, for that reason.

So when I read this story elsewhere this morning, I wasn't the least bit surprised. It's an issue of a common frame of reference, as the railroad folks (and companies who deal with them a lot) normally know this, but next to nobody else does.

As for the old Lombard MT bridge, that was hit by some fiber optic cable support equipment on a train passing down the old NP main. It's not the same thing as that bridge had been built in accordance with the requirements of the age. There were no trains that tall when they were built.

Last edited by p51

Without knowing what occurred when the DelDot Engineering Department approved construction drawings, if questions arose about height elevation or clearance dimension measured from what reference point the CSX Mechanical or Engineering Department should have been contacted for clarification.  All of the freight and passenger car general arrangement drawings that I have ever seen had all vertical dimensions measure from top of rail(TOR) for heavy and light cars, not from roadbed grade.

Last edited by John Ochab

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