Quote:
Originally Posted by Phalanx
|
I posted that same article earlier in this thread, and the points quoted were the argument for replacement vs refurbishing. This is separate from the reason that it has to be done in the first place, which is:
Quote:
Although still structurally safe, the 51-year-old suspension bridge is nearing the end of its life span.
HHB CEO Steve Snider said right now the orthotropic deck plate on the MacKay is only 9.5 mm thick, which doesn't meet the current minimum code requirement of 14 mm.
“My understanding is steel structures that have continuous loadings on them will experience fatigue and the MacKay Bridge fatigue life for the steel deck, it has a projected finish date,” he told NEWS 95.7 fill-in host Jordi Morgan.
“We will be maintaining that deck, but it gets to the point where it's no longer reasonable to maintain it … so the question is, do we do something like we did on the Macdonald Bridge? Do we replace that deck or do we consider replacing the entire bridge?”
|
Source
Quote:
Originally Posted by Phalanx
Right, and look up the history and development of the Lion's Gate bridge. I never said suspension bridges were new, you're projecting that, I said there were new technologies. Deck construction, cable types, and tower construction have all seen changes an innovation.
https://www.pc.gc.ca/apps/dfhd/page_nhs_eng.aspx?id=11273
Regarding the Lion's Gate Bridge:
As you noted, the MacDonald bridge was built on the same template... But I guess that doesn't count as new enough for you?
|
There was approx 17 years between the Lion's Gate and the Macdonald. Sufficient time to hone the craft of suspension bridge design, if that had been an issue.
FWIW, all engineered structures are designed with a safety factor, i.e. they are "overbuilt" to ensure the safety of the users in the event of unforeseen circumstances. One would have to be privy to the details of the design process and meetings with government officials to determine whether it was built with additional safety factor over and above minimum (which would obviously have a cost associated with it) - but this goes beyond my knowledge of the history and specifics of the Macdonald bridge and engineering standards of the time.
Anecdotally, I was told by an engineering prof many years ago that the loading spec upon which the Macdonald was designed was the equivalent of large, heavy trucks, 3 lanes wide, filling the entire bridge... but it's just anecdotal as I'm not sure if he really knew or was just trying to give us a tangible example of the practical application of safety factors.
Then there are also other factors other than pure static loading. Dynamic factors such as wind speed, varying loading concentrations, etc. all factor into the final design.
Quote:
Originally Posted by Phalanx
...Also keeping in mind that between Lion's Gate and the MacDonald bridges, you also had the Tacoma narrows bridge, which also tried something new to spectacularly horrible results... and caused a lot of re-evaluation and over engineering.
|
The failure of the Tacoma Narrows bridge was caused by a natural harmonic resonance that was unwittingly designed into the bridge. When the wind speed was exactly 68 km/h, it set up a resonance that caused the bridge to flutter and ultimately fail with spectacular results. This is very different than 'simply' "overbuilding" as you are suggesting.
Interesting discussion, but it would be nice to get back on the topic of transit...