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^ Well, you've got some good ideas. I'm still thinking there might be a way to rework them for Division Street itself. I'd rather see a new bridge created out of pieces of the old than have it disappear entirely. The probably saves resources and would retain the history, albeit in a mutilated form. Sometimes structures that get revised become historic again and are actually enriched by this process - say, Reid Murdoch building.
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I like your idea of twinning the bridges side by side at Division, but I wonder if there's an overhead clearance or weight restriction that makes them a problem for truck traffic? You might have to weld the two halves together with a new structural member underneath.
So what actually became of the old North Avenue Bridge? Is it sitting in a ward yard somewhere? |
^ Yes, it's probable that the bridges would need to be stiffened. That's not an issue since they don't have to operate any longer. Another issue is steel fatigue - the members would need to be inspected from flange-to-flange to ensure there were no indications of fatigue, but the reality is that many engineers would rightly say that a lot of members have to be discarded anyway as they are approaching or have surpassed their useful life. In any case, where there's a will there's a way.
The coolest thing about the two-bridge proposal is that due to the fact there are two spans on Division street, Chicago could still get a glamorous new bridge on one span (probably near the Kennedy) and the adaptive reuse of both bridges on another. I don't know what became of North Avenue, but I think it just got scrapped. |
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But if there be no more water to span - - - then let's think outside the crick: St. Charles Air Line? Bloomingdale Trail/Rail? Adaptive reuse like in a vertical mall or across 35th St in the new Comiskey escalator thingy? Over or near a lagoon in one of the big parks? Incorporate it somehow into the Museum of Science and Industry grounds as more of an exhibit than as a functional bridge? I suppose it could be an expensive proposition for such non-vehicular settings, but costs could possibly be limited since the loads would be lesser and only portions need be transplanted. |
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Well lets figure it has say 7 stops: Joliet, Dwight, Pontiac, B/N, Lincoln, Springfield and Alton. Each stop takes 3-5 minutes, that is conservatively 25 minutes in station loading + unloading. Plus the metro area entry and exit w/ associated speed caps and switching, probably taking another 20 minutes.
300 miles in 3 hours minus 45 minutes of non at-speed berthing and slow zones = ~135 mPH So, I would say that while this would be considered a really fast train, it fails to reach what the public considers (at least Europe and Japan) true high speed rail and what current technology makes possible, which I would define as + 170 mPH. Thoughts? |
Once you're maintaining track, rolling stock and right-of-way in excess of 90mph, things get exponentially more expensive the faster the speed, and intercity rail becomes less and less cost competitive with flying. Something in the 110-125mph range (the latter requiring grade separation) is probably a "sweet spot" wherein costs are reasonable and the mode is highly competitive in travel time for trips of 50-250 miles in length.
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^ What's the history of that embankment? Was it always this kind of arrangement?
I'm sure this is on the great ChicagoL site; just don't have time to dig for it. A very brief answer would be more than enough. Thanks. |
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Only if bypasses are built around such communities for the high speed trains and regular slow 'local' trains making all stops will this not be an issue. |
Before 1962, the Lake Street L line ran at grade level in Oak Park. In 1962 it was moved to the Chicago & North Western Ry. embankment by removing (I think) one railroad track and shifting the others northward. In the Anglo-American legal system, it is customary to pay rent for the use of another's property.
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But yes, the ROW is owned by UP (formerly CNW), so CTA pays rent on it. I brought up the Green Line to illustrate that railroads will try to obtain compensation even when the public transit service utilizing their ROW has no impact on their ability to move freight. This has ramifications both in terms of law and cost for any sort of HSR system. |
Thanks for the quick answer, Mr. D.
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The Galena & Chicago Union received no land grants. It indeed bought "continuous and straight rights-of-way extending across the amber waves of grain by tirelessly negotiating to acquire each individual parcel in a linear fashion."
The "Basic Agreement" between NRPC and the railroads (for trackage rights) was renegotiated, presumably to the satisfaction of all parties, in 1996. |
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Anyway, the broader point in response to the original question is merely that since Amtrak operates much of its service on tracks and ROW owned by others, any sort of HSR implementation on the existing network becomes legally complicated and is subject to certain additional costs (in terms of time, money, etc.) relating to the necessity to work with (or, in spite of) the railroads who own the ROW. |
I saw something different on the 151 tonight. There was some kind of plexiglass shield/door that separated the driver from the aisle. Has anyone seen these before, it appears to be some kind of protection for the driver from rowdy passengers or maybe to keep people from falling onto the driver when the bus is packed during rush hour. Never seen this before and was just curious.
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