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August 1, 2006
Bad Bolt Troubles for Boston's Big Dig
When excavation began in 1991, it was heralded as a jewel of engineering and vision. Now, after years of cost overruns, delays and myriad construction-related problems, the most expensive highway project in U.S. history plunged into the deepest crisis in its history when a 12-ton section of ceiling panels broke loose last month, crushing a car and killing a passenger. The culprit: Bolts.
On July 10, several tons of ceiling tiles fell from a connector tunnel of Boston's Big Dig project, fatally crushing a motorist. The following week, the eastbound lanes in a section of another tunnel, the Ted Williams Tunnel, were ordered closed after inspectors found that two bolts holding up a concrete ceiling panel had come loose, having slipped an inch and a half from their foundation.
Gov. Mitt Romney, later speaking at a Statehouse news conference and illustrating his points with charts and diagrams, dramatically raised the number of potential trouble spots identified by engineers and investigators in the eastbound connector tunnel where the ceiling collapsed. In fact, tests showed more than 1,100 bolt assemblies that used epoxy and more than 300 other areas in the connector tunnel complex are unreliable. All will have to be reinforced, he said.
The $14.6 billion Big Dig -- the most expensive highway project in U.S. history -- was intended to ease traffic congestion in Boston, Mass., by burying a highway network that used to slice through the city, replacing it with a series of tunnels. The old elevated Central Artery was eliminated and major highways were thus put underground.
In addition to cost overruns and delays, the project has been plagued by leaks, falling debris and other problems linked to its construction. The project plunged last month into the deepest crisis in its history when the 12-ton section of ceiling panels broke loose, crushing a car and killing a 38-year-old woman inside. A contractor stands indicted on charges of supplying shoddy concrete.
This latest problem brings to question the epoxy-and-bolt system used to fasten the concrete slabs overhead, a system experts say is "so commonly used that its failure seems unique to the Big Dig," according to The Christian Science Monitor.
The bolts are anchored by epoxy, a high-strength adhesive that often requires mixing on-site before installation, into the top of the tunnels. The concrete panels form a drop ceiling that helps ventilate the tunnel. The woman who was killed was crushed when a section of panels anchored by epoxy fell on her car. Thousands of other bolt assemblies in the tunnel complex were constructed differently and are not believed to pose a risk, according to The Associated Press.
The panels in the Ted Williams Tunnel are lighter than those that fell and crushed the woman in the Interstate 90 connector tunnel that links the highway to the Ted Williams Tunnel. According to Alexander Bardow, the state engineer overseeing Big Dig tunnel inspections, lighter ceiling panels were originally chosen for the I-90 connector tunnel. Bardow told The Boston Globe that part-way through tunnel construction, Big Dig managers switched to a design that called for a heavier concrete ceiling, as it was apparently less expensive and easier to install.
Inspectors said that the Ted Williams Tunnel was safe but that 25 "areas of concern" were being monitored. Because subsequent inspections found gaps up to an inch deep between the panels and the ceiling, Romney overruled engineers for the state's Turnpike Authority, who had decided that the slipped bolts were not an immediate concern, and he closed the tunnel.
Random pull tests to gauge the load capacity of bolts throughout the Ted Williams Tunnel began immediately. The governor said the pull tests showed the current suspension system that supports the three-ton ceiling panels in the tunnel does not hold as much weight as required. Similar tests in the connector tunnel showed the epoxy anchor system to be unreliable, causing officials to order the installation of reinforcement anchor bolts throughout the tunnel.
"In grabbing ahold of these bolts and pulling on them with excess force, they're letting go ... at lower pressures than they were designed to handle," Romney said. "This epoxy system is not working the way it had been designed and engineered to work, and for that reason we can't count on it."
Indeed, the Massachusetts Transportation Authority has now enlisted European construction firm Hilti Corp. to install a similar model of load-bearing bolt anchors -- but ones that will not rely on high-strength adhesives such as epoxy.
Some bolts from the ceiling wreckage have shown "indications of very little adhesive having been applied," says Marty Schofield, vice president of product safety at Hilti Corp. An accident caused by improper installation or errors in mixing the epoxy, Schofield says, would vindicate the tunnel's designers.
Engineers often add redundancies -- identical, extra supports capable of holding significantly more weight than the structure actually demands -- for designs such as the Big Dig's ceiling. According to Jerome Connor, a structural engineering professor at the Massachusetts Institute of Technology (MIT) in Cambridge, there should have been enough epoxy-and-bolt anchors to hold the ceiling panels in place even if a few failed.
The epoxy-and-bolt anchor system, experts say, has long been a tried-and-true method for securing panels to tunnel ceilings. "It's the fact that they only used a limited number of bolts -- there was a very low margin of safety," Connor told The Christian Science Monitor. Connor contends that the too-few anchors used to hedge against failure in the I-90 Connector tunnel lacked enough capacity to carry the load.
A new system to support concrete ceiling panels in the Big Dig's I-90 connector tunnel is working, Gov. Romney said on July 18. Crews tested the system designed to shore up the failing epoxy bolt anchors of the tunnel ceiling and were to begin installing the system immediately.
"We now have two systems for re-mediating the failed epoxy-based system," Romney said. "One system is the undercut anchor bolt, the other is locking right into steel from the unistrut system that was imbedded into the concrete, wherever that is available." The Big Dig has used enough concrete to build a sidewalk three feet wide from Boston to San Francisco and back three times, according to project statistics.
Romney said tests on the new system showed it could support up to 14,000 pounds. The estimated load the supports would have to hold is about 2,000 pounds.
Despite the indication of effectiveness of the pull tests, the project remains in the eye of an extensive probe -- which includes criminal investigators -- focusing on construction errors rather than on flawed design. Massachusetts Attorney General Thomas Reilly has already subpoenaed construction documents to determine whether contractors flouted safety protocol. Reilly has said that some documents reflected a "substantial dispute" among engineers over whether the anchor system was adequate to hold the weight of the three-ton ceiling panels.
Yet according to officials, government documents and people who shaped the project over the years, the Big Dig has not gone awry because its flaws were unknown. It has gone awry in spite of repeated warnings about its cost and design.
Late last month, The Boston Globe reported that John J. Keaveney, the on-site safety officer for the Interstate 90 connector, sent a memo in 1999 that directly warned his superiors the tunnel ceiling could collapse because the bolts could not support the heavy concrete panels, and feared for his conscience if someone died as a result.
Keaveney, educated as an engineer and long experienced in construction, said that after he raised the concern, his superiors at Modern Continental, the company then building the tunnel, and representatives from Bechtel/Parsons Brinckerhoff, the private sector manager of the Big Dig, sought to reassure him by telling him that such a system had been tested and was proven to work.
Keaveney said he was not alone in his worries and thus wrote the memo to reflect what he called the collective concerns being voiced among ironworkers installing the ceiling and other Modern Continental employees on the scene that the ceiling wouldn't hold.
Keaveney wrote in the memo that the amount of weight being suspended from the ceiling appeared to be "excessive," given that the bolts were "only inserted into concrete with epoxy." He also observed water dripping from the holes that construction workers drilled before the epoxy and bolts were inserted. Given the water pressure on the tunnel ceiling, he questioned whether the epoxy would hold. In the memo, he outlined other major concerns about the soundness of the ceiling system, including that the bolts and tiebacks were "exposed to the elements" prior to their installation, sitting on pallets, and appeared to have signs of rust. He also wrote that the bolts "will be subject to horizontal and lateral movement...every time the Vent Building utilizes the Ventilation fans."
He said he really began to worry about the ceiling after a third-grade class from his hometown came to visit the Big Dig for a tour in spring 1999. He showed the class some concrete ceiling panels and pointed to the bolts protruding from the ceiling, explaining that the panels would one day hang from those bolts. A third-grade girl skeptically asked, "Will those things hold up the concrete?" Thereafter he began voicing his concerns. "It was like the [third-graders] had pointed out the emperor has no clothes," he said.
Many officials now acknowledge that all of the warnings (not only Keaveney's) were overshadowed by "zeal among politicians, business leaders, lobbyists and private contractors who had a stake in the project." Half a dozen state and federal investigations are looking into corruption, costs and construction methods.
Gov. Romney's recent grim assessment came in the wake of Matthew Amorello's resignation last week as chairman of the Massachusetts Turnpike Authority and Big Dig boss. Amorello, who resigned after intense criticism following the July 10 collapse, will officially step down August 15. His departure is something the governor has been pushing for since he took office in 2003. Amorello was tapped in 2001 by acting Gov. Jane Swift to head the Turnpike Authority and Big Dig.
Authorities have also begun an investigation to determine whether the woman's death should lead to criminal charges.
When excavation began in 1991, it was heralded as a jewel of engineering and vision, The Washington Post recently noted of the network of tunnels that would "burrow under Boston, eliminating traffic gridlock, reducing air pollution and ushering an economic rebirth into one of the nation's oldest cities."
Fifteen years and $14.6 billion later, the Big Dig is nearly complete. Its problems, however, continue -- tragically.
Earlier: 'Digging' Boston's Highway-Tunnel System
Image Credits
Michael Dwyer/Associated Press (via New York Times)
Chitose Suzuki/Associated Press (via Washington Post)
Resources
Bolt failure at Big Dig: An anomaly?
by Matt Bradley
The Christian Science Monitor, July 21, 2006
Governor: Big trouble with Big Dig bolts
by Brooke Donald
The Associated Press, July 17, 2006
Loose Bolts Lead to Closing of Section of Big Dig Tunnel
by Katie Zezima
The New York Times, July 21, 2006
Memo warned of ceiling collapse
by Sean P. Murphy
The Boston Globe, July 26, 2006
Big Dig Tunnel Is Opened for Buses
by John Holusha
The New York Times, July 21, 2006
Myriad Reports Pointed To Big Dig's Problems
by Amy Goldstein
The Washington Post, July 23, 2006
Romney foresees further Big Dig troubles: Says tunnel inspections keep revealing deeper woes
by Tom Benner
The Patriot Ledger, July 28, 2006
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Comment
18 CommentsI've had excellent results using Wej-it anchor bolts.
The pull on the bolt is transferred to a sideways thrust againgst the wall of the hole by wedges.
I am a Mechanical Engineer. It is amazing how political pressure can compromise sound construction.
August 2, 2006 8:17 AMIMT,
This is the most clear and consise article on the "Big Dig" problems that I have read to date. I'm afraid this was a "loser" project from day one. I don't embarrass easily, but I'm ashamed sometimes to tell people I'm from Massachusetts. The latest here is that the Commonwealth is trying to stick us taxpayers with the cost of fixing this mess. If that happens, I'm afraid the public "Indians" will start a revolution that will make the "Boston Tea Party" look like a Sunday School Picnic.
August 2, 2006 9:29 AMIt takes an engineer to screw up this bad. As a millwright for 20 years, I am sure the workers installing these epoxy-based anchor bolts had their doubts. Epoxy anchors are a complicated system with many variables. If wedge anchors had been installed, this would not have happened. Once a wedge anchor is set properly, the only way it is coming out is by busting the concrete around it.
August 2, 2006 10:35 AMOk, let's say the bolts get fixed, and no panel ever again falls down on any person, place or thing, anywhere within the remotest limits of the "big dig", just for the sake of this discussions. At some point, some kind of a vehicle is going to break-down some in some way at some location within the confines of said project. How is a tow truck going to gain access to said vehicle without bringing all two lanes to a grinding halt? Those lanes are probably of a standard width of 12 feet. That part is standard practice, but the shoulders look to be only half that wide, and will not allow adequate access to vehicles in such need.
So, I have to ask, how does a tow-truck, police car, ambulance, and/or fire engine get to the scene of an (incident?) within the (not big enough) dig?
There are incorrect statements in the opening paragraph of this story. First, it was not a 12 ton panel that fell but it was three panels, each 4 ton (for a total of twelve tons). Secondly, the deceased person was not the driver of the car, she was the only passenger. The driver, her husband, survived the accident.
--------------------
Ed. Note: Thank you for clarifying, Paul. You are right, the woman killed was incorrectly described in the post's blurb as the driver, when in fact she was the driver's passenger. This has been corrected.
As for the description of the fallen panels: yes, the section consisted of more than one panel, all of which added up to weigh about 12 tons. We note that it was "a 12-ton section of panels" -- that is, panels -- not just one 12-ton panel. That it was a section of more than one panel is also reflected in the first photo. The original statement is accurate.
Hopefully the editorial was otherwise informative/interesting. Thank you for your feedback.
-DRB, IMT editor
August 9, 2006 11:32 AMIt's just astonishing how anyone could have decided to hang heaver ceiling panels because they were cheaper, plus not to consider using a redundant hanging system just in case of fastener failure. The handling and lifting of heavier panels would probably offset any cost savings.
Typically, epoxy anchor bolts are used to anchor things on floors or walls -- not installed upside-down in the ceiling. The fact that the author mentions this is typical for ceiling tiles was news to me. You would think getting the epoxy up in the hole would be problematic. There was no mention of the fact that the contractor decided after early testing of the epoxy that no further testing was required, another cost saving idea. Why wasn't a means for supporting the ceiling designed into the tunnel roof before the concrete was poured (seems strange to be describing pouring a roof from underneath but I couldn't think of how else to describe it). The weight of the ceiling tile still amazes me. What were they thinking?
The statement "Modern Continental, the company then building the tunnel,.." is misleading as there were several major contractors involved in the tunnel's construction. References to bad concrete involved other contractors and a different phase of the tunnel construction.
I believe the major part of the blame should go to the state who hired Bechtel/Parsons Brinckerhoff and specially to Bechtel/Parsons Brinckerhoff, the Engineer in charge.
Why in the world would you even consider using heavy, concrete panels affixed to a ceiling under which people pass? It sounds insane from the start. Why not fiberglass or aluminum if you have to have a dropped ceiling, or tile with exposed ductwork for ventilation? The entire design seems misconceived for a tunnel (but great for a form of Russian roulette).
August 11, 2006 12:21 PMSadly, it is all too common that it takes deaths to motivate people in to action. Problems with pure epoxies have been known about and well documented for many years throughout Europe. Unless mixed in exact quantities, the performance of a pure epoxy will drop. State-of-the-art knowledge has lead to the production of special 2-part hybrid Vinylester systems by companies like Hilti and fischer, which are more resistant to poor hole cleaning and less dependant on mixing quantities.
In addition, there are actually approvals (ETA) available that have proven whether a product can withstand typical onsite installation errors, so with a little more research on behalf of the engineers, the right product could have been chosen, thus avoiding the unnecessary heartache for the family involved.
Sadly, using "wedge anchors" -- as a previous post recommended -- would have opened up an entirely different set of problems, as these just don't work in high-grade concrete that you get in tunnel segments.
Why is it only known that experts such as Hilti or fischer from Europe are being contacted for their expertise? Why not ask them in advance instead of going for the cheapest option?
A 4-ton panel is a very low load when some of these chemical anchors are capable of taking 20 tons each.
January 16, 2007 10:49 PM


