SF Millennium Tower Is Unsalvageable, Will Have To Come Down (2023 Update)

“There was evidence of a lot of places with water intrusion,” said Williams.

Williams noted some extensive water damage in the garage, but he says the floor of the Millennium Tower’s basement exposed what appeared to be an even bigger problem: It was dipping in the middle, something referred to as dishing.

“The dishing of the floor there, which is the dishing of the mat, 10 foot thick mat, was significant. Clearly it had been distressed,” said Williams.

He predicts the current Perimeter Pile Upgrade may run into serious problems when new piles anchored to bedrock are connected to the building’s weakened foundation.

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Did those fools really think the crummy 10ft thick foundation was going to hold up the entire building bearing down on its unsupported midspan??? Seems like something that could be calculated quite exactly.

Sounds like more subpar California high school dropouts commanding astronomical salaries based on phony capabilities and career achievements.

They really need to outlaw LinkedIN, the most concentrated directory of bullshit extant!

Reply to
Fred Bloggs
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The consulting engineering firm is based in NYC, and was also the firm on another troubled property:

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Reply to
bitrex

Fred Bloggs snipped-for-privacy@gmail.com wrote in news: snipped-for-privacy@googlegroups.com:

Number 5 needs to be disassembled. :-)

That would be the most expensive top-down floor by floor demolition ever undertaken. A historic set of events.

Reply to
DecadentLinuxUserNumeroUno

Though looks like the firm they're scrutinizing is one is Treadwell & Rollo who worked on the foundation design, slab-on-pile doesn't seem unusual for the area so where did they f*ck up

Reply to
bitrex

Fred Bloggs snipped-for-privacy@gmail.com wrote in news: snipped-for-privacy@googlegroups.com:

Barely a dozen years and already failing structurally. Time to run away! That clock is ticking too fast for me.

Reply to
DecadentLinuxUserNumeroUno

I thought they always drove piles down to bedrock when building on fill but looks like in this case maybe they didn't? They drove them down to "dense sand" sounds like it wasn't dense enough perhaps

Reply to
bitrex

I heard a bit of reporting that the original design was for more steel than concrete, but somehow changed to more concrete (for cost reason?). The foundation cannot support the weight. They would have to keep the building empty, which is not really a problem. There are plenty of partially empty building in the area anyway.

Reply to
Ed Lee

Worse than dropouts: architects.

No loss. The building is really ugly.

Reply to
John Larkin

bitrex snipped-for-privacy@example.net wrote in news:Y_VfJ.7492$ snipped-for-privacy@fx07.iad:

Not as dense as I or it would have held up.

Reply to
DecadentLinuxUserNumeroUno

There was an urban legend among students at UMass (had a friend or two who went there in the 90s) that the library there wasn't designed to support the weight of the books, not true but amusing campus-story:

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It did have a settling problem I think which was resolved. Spalling was also a problem. Nice views from the top as it's one of the tallest buildings in western MA but UMass has a ton of land and it's IMO an ugly-ass structure (type that seemed to be in fashion with US universities at the time), always wondered why they bothered building a "skyscraper" there.

Reply to
bitrex

Nope- their experimental pier was about 100 ft shy of bedrock. It was supposed to spread like a "broom" at depth making the sand/ loose fill a sufficient support. Anyone could see that these crummy "brooms" would not settle uniformly, except in a crummy CAD system, and any imbalance would be self-amplifying- mainly because structures tilt. Absolute stupidity to approve something experimental like this in a project of this size and high density location. Anything that doesn't have a track record of success in a specific region, is experimental there. Just because something worked spectacularly well in Europe or China, doesn't mean it's going to work well in SF.

Reply to
Fred Bloggs

Half of downtown Boston is built on shit-fill; John Hancock tower is of similar height and when they built it they drove the piles down to bedrock, the problem with that job IIRC was the fill was of such a heavy sludge-like consistency the coffer dam walls kept caving in on the construction crews while they were trying to bang the piles in.

Reply to
bitrex

You know that foundation has to be full of cracks. Concrete doesn't "bow" without cracking. It has to be past being able to support the building safely.

Reply to
Fred Bloggs

New England is a pretty safe bet for really strong foundations because the whole place sits on solid granite.

Reply to
Fred Bloggs

It is good for building strong foundations in normal times but the plates in the East are rigid and transmit seismic energy over a much larger area...I could buy a condo in a 8 story brick mill building from

1850 or something, there are many available but I pass on that, the ~50 year risk of a magnitude 6+ earthquake affecting the Boston/Providence metro area is not at all negligible, those suckers are rubble in the (non-negligible) worst-case scenario.
Reply to
bitrex

They also blame the regional transit agency for pumping out ground water nearby, while building the salesforce tower. Yes, the 100 million partially come from local transit agencies. And the local agencies are living on federal life support. So, U.S. tax payers are paying for the mistake.

Reply to
Ed Lee

That's the deep pocket the Tower developers will go after to cover their losses. No doubt about it.

Reply to
Fred Bloggs

The Feds are very free with money, but they only tend to give it to people rich enough to make it worth their while to fire up the presses to print the required quantity out...

Reply to
bitrex

You mean people who don't matter will be paying for it, Elon Musk ain't paying shit

Reply to
bitrex

Federal government has to give you permission to sue it, and there's always an inadequate maximum dollar amount allowed.

Reply to
Fred Bloggs

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