Quote:
Originally Posted by mhays
Also a decade of escalation vs. the Denver example.
The tough part seems to be political, meaning the electorate. They'd understand the portions that need to be rebuilt due to earthquake risk, but aren't some chunks of this idea basically for quality-of-life and city-building reasons? For example isn't the Morrison Bridge still ok for decades with some seismic upgrades? Tolling a currently-free (to them) highway, taking a row of blocks, and adding to the baseline version's level/duration of disruption is a tough ask both locally and across the state.
That said, it's a great idea if it can work.
PS, maybe a mod can move the discussion...
|
(Bridge engineer here.) The Marquam bridge is 60 years old, so it's getting close to the end of its intended service life. The main structure was seismically retrofitted in 1995, but the approach viaducts (~1 mile long) weren't. The approach viaducts are at high risk of collapse in an earthquake due to liquefaction lateral spreading, in which the soil liquefies and the riverbank slides into the river. Retrofitting bridge foundations is cost-prohibitive, as the Abernethy project is currently illustrating. Because of the viaduct damage, the bridge probably wouldn't be usable for at least a year or two after the earthquake. The Burnside bridge replacement is critical for the immediate emergency response needs, but it won't keep the economy going after the earthquake. Having the Marquam bridge operational would be a game changer.
As for the soils along the waterfront, they will need strengthening to preclude liquefaction if/when redevelopment ever happens. Pier 2 in NW is currently doing deep-soil mixing at a cost of $20 million for ~1,000 ft. So add $80 million for soil improvements. Not exactly cheap but technically achievable and justifiable given the land value of the riverfront blocks would be in the $500 million range.
Just occured to me that we probably shouldn't be putting a residential building directly adjacent to a much-higher bridge at high risk of collapse. Not sure what the code considerations are though.