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Short grades and flyovers question

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  • Member since
    April 2005
  • From: Kansas City, MO
  • 100 posts
Short grades and flyovers question
Posted by ChrisBARailfan on Thursday, May 5, 2005 11:22 AM
I live in Kansas City and BNSF / UP and others have built two massive fly-overs and bypasses. I have been over one of the flyovers and its approach is short, but very steep. It looks almost like a highway on ramp. I am not sure of the angle, but seems steep for a railroad. My question is if the length is short does incline rate not really matter?

I ask this because I saw a BNSF transcon stack train stopped on the approach awaiting a signal. He had 4 C9-44Ws and when he got the green it was almost impossible to get going, the engines were definitly in run 8 and the ground was almost shaking underneath. Is this bad design to put a signal on the approach or is it just an annoyance to the engineer?

Thanks,

Chris
  • Member since
    March 2004
  • From: Indianapolis, Indiana
  • 2,434 posts
Posted by gabe on Thursday, May 5, 2005 11:27 AM
Chris,

Interesting post. I know this happens on more than one occassion in Chicago as well. There is an interesting article in Trains, I think, concerning RS-3s and how they were great with handling that kind of pull.

It would be interesting to know the grades on some of those flyovers. Wish I could be of more help.

Gabe
  • Member since
    February 2002
  • From: Muncie, Indiana...Orig. from Pennsylvania
  • 13,456 posts
Posted by Modelcar on Thursday, May 5, 2005 12:58 PM
...A short steep flyover being in position where a train must stop for a signal sounds out of place to me, just a fan but I understand what must happen to start something like that under the loaded circumstance....Perhaps it fools the eye in how steep it really is and then, perhaps someone created a monster.

Quentin

  • Member since
    April 2005
  • From: Kansas City, MO
  • 100 posts
Posted by ChrisBARailfan on Friday, May 6, 2005 8:54 AM
I went to the newest flyover in KC last night, it has a road that parallels half of it, in 1 1/3 miles the track raises from street level to high enough to let 2 double stack trains pass underneath, what would the height of the flyover be then?
  • Member since
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  • From: Muncie, Indiana...Orig. from Pennsylvania
  • 13,456 posts
Posted by Modelcar on Friday, May 6, 2005 9:50 AM
...Using say...05% grade {for the 1.3 miles in length for the flyover approach....that would produce 30 plus ft. of clearance for double stacks to run under.....and I imagaine less than 25 ft. would be required for clearance....

Quentin

  • Member since
    December 2001
  • From: Austin TX
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Posted by spbed on Friday, May 6, 2005 10:03 AM
Well if you did some math you could come to a pretty good idea of the grade

Estimate the height of the flyover
Estimate the amount of feet from the beginning of the flyover to the summit & you would then be able to determine the grade % [8D]


Originally posted by ChrisBARailfan

Living nearby to MP 186 of the UPRR  Austin TX Sub

  • Member since
    April 2005
  • From: Kansas City, MO
  • 100 posts
Posted by ChrisBARailfan on Friday, May 6, 2005 10:52 AM
Using the measurements I think it comes to a 1% grade, not that much all in all. Thanks for the posts and information.

Chris

6868 ft. in length of approach (1.3 miles)
70 ft. height at apex (35 ft. for each track underneath the flyover)

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