Re: I-90 Interchange Improvement Project (Allston)
Intro text there states:
Additional new Charles River parkland along the Mass Pike viaduct. This can be achieved by moving one inbound lane of Soldiers Field Road beneath the viaduct and moving the remaining lanes as far from the river as possible. To maximize this parkland, the width of the new viaduct should be no wider than that of the current viaduct.
..and I know many of us have advocated this approach as well.
My questions is - what is the potential to 'stack' the two directions of SFR entirely under the viaduct? Given that the clearance of SFR is already constrained at ~11ft. by the GJ rail overpass, why not squeeze three levels of traffic (90 WB, SFR WB, and SFR EB) in a single footprint? Assuming the grade level below the viaduct could be lowered by just a few feet if necessary, without incurring all the pain of a 'deep cut', then i think the geometry works, at least. (n.b. this would leave the space under 90 EB for continued use by trains)
...And we don't necessarily need to be talking about anything exotic 'son of the BQE cantilever' here, but with some efficient spacing and some thoughtful design this stretch of the river could become a very pleasant place indeed - and get a lot more land a lot closer to its 'highest and best use;...
See for yourself:
http://goo.gl/maps/QKUdb.
You have nowhere near enough room to play weird tri-level stacking games. That thing would have to be halfway up to the sky to do it, and would never be able to get back down into the cut by Comm Ave. Forget that.
You DO have room under the current--today's current--viaduct structure to fit both directions of SFR around the abutment layouts. So a rebuild on that footprint would only have to deal with these engineering challenges: 1) the Grand Junction lateral crossing, and 2) the abutment arrangement when SFR has to spit back out on alignment at BU Bridge.
1) Can be accomplished by doing a SFR duck-under where the track diagonally crosses. Same as the roadway does at River St., Western Ave., and JFK St. equally close to the river. No big deal.
2) They're not rehabilitating the viaduct, they're replacing. So this is moot...it will get all-new abutments and will be engineered so SFR can slide under at BU Bridge.
So this gives you a layout tucked underneath of:
BU-side abutments
<==>
2 Worcester Line tracks
<==>
jersey barrier
<==>
2 SFR eastbound lanes + shoulders
<==>
center abutment + jersey barrier
<==>
2 SFR westbound lanes + shoulder
<==>
jersey barrier
<==>
1 Grand Junction track + slack space (future-proofing for second track in event of Urban Ring conversion)
<==>
Charles-side abutment
Somewhere on the western end of the viaduct SFR does its brief dip-under and the Grand Junction crosses. Somewhere on the east end before the viaduct drops towards the Comm Ave. overpass everything gets back on its original alignment by the river. Including leaving the alignment to the truck-eating Grand Junction bridge unchanged, because it's got to stay level with the water crossing.
Assume this consideration is a default:
-- They are widening the viaduct a little to give the Pike on top full-regulation width shoulders. This will space out the side abutments enough to carve out whatever few feet of space the current structure may be short for fitting 2 Worcester tracks next to a SFR carriageway with the requisite jersey barriers.
And assume that anywhere your width below must not skimp on this:
-- There MUST be full-regulation shoulders on SFR underneath.
1) In a disablement there is nowhere for a passenger or driver to get out of the way with the fenced jersey barriers separating the roadway from active train tracks.
2) It's a viaduct, so a firey crash needs extra side space to safely exit from and get away from the flames/smoke, and for emergency vehicles to get in there when access from the train tracks side isn't going to be easy (you can have secured doors in the fence/barrier from trackside for getting firehoses and whatnot in there and obviously stop train traffic in an emergency, but the lateral access isn't anywhere near as wide open as it is now).
3) The truck-eating overpass is still there, so crews will have to drag some idiot's crumpled delivery truck back underneath the viaduct to clear the scene. Leave space if you want the ever-recurring delays from one of those bloopers to be any better than it is today.
So...don't narrow the profile. If the Pike on top has to have those supersize 128-style left shoulders because you need more space below, it's still the better bet for getting maximal greenspace and the minimum amount of asphalt and steel rail out in the daylight bogarting the view from your riverside jog.