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Up Topic Welding Industry / Inspection & Qualification / CWI's who Chased the torque’ing of bolts Comments About BOS
- - By Len Andersen (***) Date 05-26-2011 14:59
Fellow CWI who Chased the torque’ing of bolts,
      Note below 10 foot water main with two million affected failure due to improper torque’ing of bolts or the bolts from uncertain source is something to think about!
Report: Bolt Failure Caused 2010 Boston Water Main Break
05/25/2011
Associated Press/AP Online
By STEVE LeBLANC
BOSTON - The failure of bolts holding together two sections of a 10-foot-wide pipe most likely caused a massive 2010 water main break that forced 2 million Boston area residents to begin boiling their drinking water, an independent panel has found.
The panel appointed by the Massachusetts Water Resources Authority looked at two possible causes and concluded the bolt failure was the most likely reason.
A report released Wednesday pointed to cracks in the bolts' threads that likely were created during or shortly after installation. The report said that the bolts were then loaded beyond acceptable levels.
The panel said the cracks probably grew until one or more failed, transferring the load to the remaining bolts. The cascading effect caused a blow-out of the rubber O-ring helping join together the two sections of pipe.
The bolt and bolt halves recovered from the scene showed evidence of cracks, said the panel.
While testing concluded the bolts met the necessary material hardness to clamp the two sections of the coupling together, the bolts themselves "exhibited characteristics that suggest poor fabrication," according to the report.
"Cracks were present on essentially all of the thread `crowns.' Additionally, cracks were present at many of the thread `roots,'" the report said.
The May 1, 2010 water main break forced about 2 million residents of 30 Massachusetts cities and towns, including Boston, to boil their drinking water for three days to ensure safety.
It also prompted a months-long hunt for the massive coupling that proved to be a key piece of forensic evidence in determining the cause of the break. Crews also recovered bolts and the rubber gasket used as part of the coupling assembly.
The panel discounted a second theory under which some outside event might have thrown the two halves of the pipe out of alignment, forcing the coupling to become separated from the pipe.
At a Statehouse hearing last year, Fred Laskey, executive director of the Massachusetts Water Resources Authority, said the coupling was not the first choice to hold together the two sections of pipe.
Laskey said initial plans called for the pipe sections to be welded together. The decision to switch to the coupling was made at the request of the contractor during construction partly because of time pressure, he said.
That request was approved by engineering and design firms working on the project, according to Laskey, who said the use of a coupling wasn't unusual to join together sections of a pipe. He said that a first coupling didn't work, and a second coupling eventually was installed.
That torque of bolts and/or questionable source of bolts has new meaning!
Sincerely
Len Andersen weld@spemail.org
                 212-839-6599 8-4 New York Time , 4042 FAX , Co-worker 6381 / 914-237-7689 (H) / 914-536-7101 (Mobil)
POB 1529 / NYC 10116 ( $1090 per year Caller Box GPO NYC )
                       www.lenandersen.com
Parent - - By ziggy (**) Date 05-27-2011 15:44
Len-

i notice in the official mwra report's exec summary that the studs were astm a193 grade b and installed under the asme code requirements. (item #2)

not being too familiar with asme bolting requirements referred to in that report (asme section II table 3), are they similar to the rcsc requirements for high-strength bolting?
in other words, does asme require that the bolts undergo a pre-installation verification test 'at the site of installation' using some sort of hydraulic tension calibrator (i.e. Skidmore or similar)?

the pre-installation verification test required by rcsc verifies not only the bolt's integrity but also the installation method being used, among other things.

interesting to note that even the awwa c207 (appendix b of the report) section 4.1.4 makes no reference to any pre-installation verification testing of bolts.

just curious. thanks

ziggy
Parent - - By trapdoor (**) Date 05-31-2011 04:36
RCSC is for structural bolts that are are installed to a tension value. Therefore you use a device able to measure tension prior to installation for verification purposes since measuring the tension during installation is not possible.

When installing bolts to a pre determined torque value a torque wrench (preferably calibrated) is all that is needed.

ASME generally uses torque values when bolting things together.

It sounds that the main problems in the article above come from the engineering decision to use a bolted flange connection and the procurement of bad bolts. A solid specification and good recieving inspection may have prevented the incident.
Parent - - By ziggy (**) Date 06-01-2011 23:36
trapdoor-

so in short you are saying that asme DOES NOT require any type of pre-installation verification of bolts? They are relying on the bolt certification only? amazing!

should've welded the thing...would have got more than 8 years of service out of it...

ziggy
Parent - By trapdoor (**) Date 06-02-2011 05:03
Pre installation verification is to verify if the chosen method of tensioning is going to produce the required pre tension with the fastner assembly being used ( diamater, lot, etc). This is done because there is no device to measure tension during installation.

When bolts are to be installed to a specific torque you don't need to do a pre installation verification because every bolt is verified  that the minimum installation torque is met by tightening it with a torque wrench. I don't see how using a skidmore, a device that measures tension, would be of any use to verify bolts that are to be torqued.

Tension and Torque. Apples and oranges.

After re reading the original post if looks like this was an engineering problem. A skidmore would not have saved this leaky pipe.
Up Topic Welding Industry / Inspection & Qualification / CWI's who Chased the torque’ing of bolts Comments About BOS

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