Quote:
Originally Posted by M1EK
The problem with Mopac isn't that there isn't enough room for 2 tracks; the problem is that there isn't enough room for 2 tracks plus other programmed changes without first tearing up the existing track. As discussed before.
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That's NOT entirely true! They will have to move the existing tracks, but that can be done AFTER the first of the new tracks have been placed into service.
Reference
http://www.dcta.net/apps/AdminFiles/...-%20FINAL..pdf
Exhibit G, page 33 of 37.
The centerline of the existing track is ~ at 30 feet in the ROW.
<----------60 ft---------->
<--30 ft-->CL<--30 ft-->
Since most rail cars need 5 ft 4 in clearances from CL of standard gauge track, they could lay the first new track well within the 14 ft recommended clearances from the CL of the existing track. I suggest laying the first new track. After train traffic has been moved to the new track, one can remove the existing track and move it in the opposite direction. You don't have to place the existing ROW completely out of service.
Notes:
Standard gauge is 4 ft 8.5 in.
Half of standard gauge is 2 ft 4.25 in.
Clearances required from track CL is 5 ft 4 in.
Recommended clearances between double track's CL is 14 ft.
5 ft 4.5 in (clearance to existing track) + 2 ft 4.25 in (half standard gauge) = 7 ft 8.75 in. (minimum clearance required to lay new track).
The new effective CL of the right of way between the new double tracks will be offset 1 ft from the existing track's CL. Not the full 7 ft. if you build the first new track's CL 14 feet from the CL of the existing track and kept the second track where the existing track is.
If the rail laying equipment required the
full clearance of 5 ft 4 in over the first new track, the total clearance needed for the first new track from the existing track's CL would be 10 ft 8 inches The effective shift of the CL of the new double track layout would be 3 ft 8 in from the existing track's CL. Still much less than 7 ft.
At the end of the project, the clearance required for both tracks will require less than 25 ft.
5 ft 4 in +14 ft + 5 ft 4 in = 24 ft 8 in. With a 60 ft ROW, that leaves over 17 ft on either side of each track.
60 ft - 24 ft 8 in = 35 ft 4 in. Half that is 17 ft 8 in if the effective CL for the ROW remained the same.
But it will not. We moved the CL of the tracks 3 ft 8 in. Therefore the new layout (without tearing up the existing track first) would look like this (worse case).
<-----------------------------------------60 ft----------------------------------------->
<--14 ft--><--5 ft 4 in-->CL T#1<--14 ft-->CL T#2<--5 ft 4 in--><--21 ft -->
TXDOT would most likely want more clearances between the MoPac freeway and the double rail tracks, but I suggest a concrete barrier could be built to satisfy them. A concrete barrier would also prevent vehicle cross-over accidents.
Any expansion of the MoPac can be accomplished by building lanes outside the existing lanes, vs inside. They should plan on leaving the median for future rails.
As for MetroRail's Red Line, here's a triple line layout
<--5 ft 4 in-->CL T#2<--14 ft-->CL T#1<--14 ft-->CL T#3<--5 ft 4 in-->
That's a total of 38 ft 8 in. Within a 50 ft ROW, that leaves a total of 11 ft 4 in. Half that would be 5 feet 8 in.
I don't know what the City would require between city streets and rail lines, a fence may suffice instead of a concrete barrier. Possibly a sound barrier would suffice, because a sound barrier will most likely be needed anyways where the ROW is that small because of the noise.