LCJ wrote:I'll bet Chief Troll could offer some tidbits about bridge design here.
Awright, Larry, you asked for it. The first time I crossed the Alfred H. Smith Memorial Bridge, in 1963, I walked from SK to SM and back spottting ties for renewal. It has a ballast deck with a concrete slab and curbs, and tie renewal is interesting, to get the ties in and around that darn curb.
Anyhow, trains passed while I was out there, and it didn't shake any worse than any other long railroad bridge I have been on with trains passing (and that's been many more than a few).
As railroad bridges go, it is a youngster. The design standards of the early 1920's for bridges carrying steam locomotives are very close to those used today. I think, IIRC, that the post-WWI NYC standard called for Cooper E-60 loads with steam impact, with the full load on both tracks. The present standard is E-80, but with diesel impact, so the steel members would be very close to the same size. Two trains of loaded 286,000 pound cars can meet on that bridge without getting close to the limiting stresses in the steel. The bridge does move a bit, but that is by design.
The New York Central at one time (1963 or so) had raised the maximum weight of a free-running car between Boston and Chicago/Cinci/St. Louis to 315,000 lbs. I think it has been cut back to 286,000 lbs now, out of concern over accelerated rail wear, and not the condition of the bridges. There was never a restriction against two trains operating on the bridge simultaneously, unless it was for passing wide loads.