Posted on 07/12/2006 10:08:21 AM PDT by wideminded
I'll bet over the next 20 years....the state has to throw over $2 billion into repairs for this tunnel. They will eventually determine that it cannot make a profit and is too dangerous...so then the concrete trucks will begin to pull up...and another $200 million in concrete will be into the tunnel.
shades of Hyatt Regency collapse - Kansas City, MO. 1981...
Look for the union label.
What do you expect for only 13 billion dollars - QUALITY?
Looks to me like the bolts pulled out of the epoxy.
I wonder how much overdesign was put into this and did they end up changing it?
Why do they need the ceiling panels anyway? For looks? After a few years, all the diesel smoke turns everything black anyway. What's the difference?
I'd rather see bare structural concrete above me than non-functional multi-ton panels held up by glue.
Really? They don't think the design or workmanship had anything to do with its falling apart, do they?
As I understand it, the space between the ceiling and the tunnel wall is used as an air duct. Of course ventilation of the tunnel is very important.
Algore's lullaby!
(Wondering how much of that $67/hole went into his campaign. And Teddy's, and ....)
Massachusetts Attorney General Tom-"Defender of all serial Rapists"-Reilly, left,
and Turnpike Authority Chairman Matt Amorello, right,
scheme as they wait for others to enter a Big Dig tunnel in Boston, Tuesday, July 11, 2006,
where slabs fell from the ceiling late Monday night murdering a female motorist.
Reilly acted as lawyer to Amorello advising him to avoid talking to the media.
In Boston, bolts and hardware which were involved in the paroxysmal murder of Milena Delvalle, 38,
by shoddy substandard construction, are first identified and then removed
from the crime scene without evidence of a "tag and bag" or even gloves to preserve prints.
In Kansas City, the hanger rods for the walkways were not built as originally specified. Instead of a continuous rod, the contractor suggested (and the idiot architect approved) side-by-side rods at the fourth floor box beams. This concentrated the load on the lower end of the upper rod, and they pulled out of the box beams.
Here, it looks like the glue and bolt length were completely inadequate to hold a kids' tree house, let alone a three ton slab. If this was designed this way, the architect is on the chopping block. If the contractor just substituted these short bolts on the job, he's on the block . . . unless he's just quietly disappeared.
About 15 seconds to drill with a rotary hammer.
Unless the epoxy is shown to be substandard, this is a hole-and-bolt length problem.
Also inadequate redundancy. They are supposed to design these things so that remaining bolts can continue to support the structure if a certain percentage of bolts fail. This is a classic lack-of-redundancy chain-reaction failure.
Oh, just now? What about a review while still in the planning stages?
Don't look for any real blame placed anywhere.
Meanwhile, the re-design and re-construction will take at least another fifteen years and another umpteen billion dollars of the taxpayers' money.
Just think "TEDDY KENNEDY" and there you have it!
Wonder if Ted Kennedy and John Kerry have released any statements concerning their roles in this less than worthwhile stewardship of our tax dollars in their state.
From another article, the drop ceiling creates an air channel for the exhaust gases. In the other tunnels, a lighter ceiling is suspended from bolts that were anchored in the concrete when it was poured. Likely someone asked, "hey where is the air channel thingie" and the contractor said "whoops, my bad" and a soon-to-be ex-civil engineer came up with this scheme. Why 3-ton concrete slabs were chosen will probably lead to another scandal when they determine who got the contract to implement that bit of questionable design.
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