Why was a coil chosen over a straight for this overbridge?

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I saw this meme on Facebook showing a coiled railway overbridge and an alternative plan. I replied that straightening that overbridge will force it to start at the other side of the road, and you need to build a u-turn and there is a valuable building off the frame. Is the coil rational, and why?



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    I saw this meme on Facebook showing a coiled railway overbridge and an alternative plan. I replied that straightening that overbridge will force it to start at the other side of the road, and you need to build a u-turn and there is a valuable building off the frame. Is the coil rational, and why?



    enter image description here










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      up vote
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      down vote

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      up vote
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      down vote

      favorite











      I saw this meme on Facebook showing a coiled railway overbridge and an alternative plan. I replied that straightening that overbridge will force it to start at the other side of the road, and you need to build a u-turn and there is a valuable building off the frame. Is the coil rational, and why?



      enter image description here










      share|improve this question













      I saw this meme on Facebook showing a coiled railway overbridge and an alternative plan. I replied that straightening that overbridge will force it to start at the other side of the road, and you need to build a u-turn and there is a valuable building off the frame. Is the coil rational, and why?



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      asked 2 hours ago









      aitchnyu

      1635




      1635




















          1 Answer
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          enter image description here

          source google maps



          The distance between the intersection and the rail is 100m, The road would need to rise about 10m to clear the track. This would mean a average grade of 10%. However you also need to account for the vertical curve in the road so the max grade would be quite a bit higher.



          The max grade allowed for non-local roads in the US is about 8% (the place in question is in Pakistan). This appears to be a connecting road that replaces a on-grade railway crossing a bit further east.



          With this design you also have a lot more span that you can cross under next to the rails for future development.






          share|improve this answer






















          • And to probably help reduce the speed of approach to the junction...
            – Solar Mike
            1 hour ago










          • Could you also answer why they didn't use an extended straight ramp but with a legal grade?
            – aitchnyu
            1 hour ago










          • @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
            – ratchet freak
            45 mins ago










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          1 Answer
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          1 Answer
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          up vote
          3
          down vote













          enter image description here

          source google maps



          The distance between the intersection and the rail is 100m, The road would need to rise about 10m to clear the track. This would mean a average grade of 10%. However you also need to account for the vertical curve in the road so the max grade would be quite a bit higher.



          The max grade allowed for non-local roads in the US is about 8% (the place in question is in Pakistan). This appears to be a connecting road that replaces a on-grade railway crossing a bit further east.



          With this design you also have a lot more span that you can cross under next to the rails for future development.






          share|improve this answer






















          • And to probably help reduce the speed of approach to the junction...
            – Solar Mike
            1 hour ago










          • Could you also answer why they didn't use an extended straight ramp but with a legal grade?
            – aitchnyu
            1 hour ago










          • @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
            – ratchet freak
            45 mins ago














          up vote
          3
          down vote













          enter image description here

          source google maps



          The distance between the intersection and the rail is 100m, The road would need to rise about 10m to clear the track. This would mean a average grade of 10%. However you also need to account for the vertical curve in the road so the max grade would be quite a bit higher.



          The max grade allowed for non-local roads in the US is about 8% (the place in question is in Pakistan). This appears to be a connecting road that replaces a on-grade railway crossing a bit further east.



          With this design you also have a lot more span that you can cross under next to the rails for future development.






          share|improve this answer






















          • And to probably help reduce the speed of approach to the junction...
            – Solar Mike
            1 hour ago










          • Could you also answer why they didn't use an extended straight ramp but with a legal grade?
            – aitchnyu
            1 hour ago










          • @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
            – ratchet freak
            45 mins ago












          up vote
          3
          down vote










          up vote
          3
          down vote









          enter image description here

          source google maps



          The distance between the intersection and the rail is 100m, The road would need to rise about 10m to clear the track. This would mean a average grade of 10%. However you also need to account for the vertical curve in the road so the max grade would be quite a bit higher.



          The max grade allowed for non-local roads in the US is about 8% (the place in question is in Pakistan). This appears to be a connecting road that replaces a on-grade railway crossing a bit further east.



          With this design you also have a lot more span that you can cross under next to the rails for future development.






          share|improve this answer














          enter image description here

          source google maps



          The distance between the intersection and the rail is 100m, The road would need to rise about 10m to clear the track. This would mean a average grade of 10%. However you also need to account for the vertical curve in the road so the max grade would be quite a bit higher.



          The max grade allowed for non-local roads in the US is about 8% (the place in question is in Pakistan). This appears to be a connecting road that replaces a on-grade railway crossing a bit further east.



          With this design you also have a lot more span that you can cross under next to the rails for future development.







          share|improve this answer














          share|improve this answer



          share|improve this answer








          edited 45 mins ago

























          answered 1 hour ago









          ratchet freak

          4,273814




          4,273814











          • And to probably help reduce the speed of approach to the junction...
            – Solar Mike
            1 hour ago










          • Could you also answer why they didn't use an extended straight ramp but with a legal grade?
            – aitchnyu
            1 hour ago










          • @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
            – ratchet freak
            45 mins ago
















          • And to probably help reduce the speed of approach to the junction...
            – Solar Mike
            1 hour ago










          • Could you also answer why they didn't use an extended straight ramp but with a legal grade?
            – aitchnyu
            1 hour ago










          • @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
            – ratchet freak
            45 mins ago















          And to probably help reduce the speed of approach to the junction...
          – Solar Mike
          1 hour ago




          And to probably help reduce the speed of approach to the junction...
          – Solar Mike
          1 hour ago












          Could you also answer why they didn't use an extended straight ramp but with a legal grade?
          – aitchnyu
          1 hour ago




          Could you also answer why they didn't use an extended straight ramp but with a legal grade?
          – aitchnyu
          1 hour ago












          @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
          – ratchet freak
          45 mins ago




          @aitchnyu extended to where? because that would not physically fit, which would result in either the trains crashing into the span or a lip at the intersection.
          – ratchet freak
          45 mins ago

















           

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