Bad Welds, or Bad Management? 
June
6, 2008 New York probe
examines failed weld on collapsed cranes turntable Investigators
are examining how a worn-out part was taken off a construction crane last year,
rebuilt and installed on another crane, which collapsed last week in an accident
that killed two workers. A failed weld on the cranes
turntable, which helps the crane swivel and change direction, has been the focus
of the city investigation into the accident that sent the top part of the 200-foot
crane crashing down on a residential neighbourhood last Friday. The
turntable had been removed in May 2007 from a crane building a 43-storey luxury
condominium tower in Manhattan after a worker saw that it was cracked, a spokeswoman
for the contractor said this week. The cranes owner,
New York Crane & Equipment Corp., had a welding company repair it, and then
installed it earlier this year in the crane that collapsed, an insurer for New
York Crane said. The repaired turntable was twice inspected
and tested before it was installed, said Bill J. Smith, president of claims and
risk management for NationsBuilders Insurance Services. Associated
Press:
E-mail
your bad weld pictures / stories to, ecraig@weldreality.com

Bad Welds
or Poor Maintenance Practices, What's Management To Do?

Politicians and Engineering Logic.
Incident
Description: At
approximately 1:20 p.m. on Wednesday, March 23. 2005, a series of explosions occurred
at the Texas City refinery during the restarting of a hydrocarbon isomerization
unit. Fifteen workers were killed and about 170 others were injured. Many of the
victims were in or around work trailers located near an atmospheric vent stack.
Investigators reported that the explosions occurred when a distillation tower
flooded with hydrocarbons and was overpressurized, causing a geyser-like release
from the vent stack. In
the great state of Texas, it's not uncommon to find politicians and lobbyist who
have more input into the building and construction codes than engineers do.
In this state you will find many chemical facilities built close to schools, shopping
malls and subdivisions. How many proud Texans who live close to these facilities
will be aware that at these processing facilities, the quality and inspection
standards applied, may be on par with what you would expect in a third world country?
Texas is one of 11 states that have not adopted national safety standards
for pressure vessels. The ASME Boiler and Pressure Vessel Code provides rules
for pressure vessel design, fabrication, weld procedures, welder qualifications,
and pressure testing. In addition, the National Board of Boiler and
Pressure Vessel Inspectors has established the National Board Inspection Code
for pressure vessel repairs and alterations. However, Texas is one of 17 states
that do not require adherence to the National Board Inspection Code. The
code requires alterations to pressure vessels to be inspected, tested, certified,
and stamped. 
Lack
of Weld Regulations has consequences.

Some
of the stories on this site are from my experiences, many are actual versions
or condensed versions found mostly through web searches. Please remember this
web site is about the weld practices that can prevent weld application failures.
The messages are old, however please take note of the message.
With all weld applications, the implementation of best practices and process
controls will greatly reduce weld rework, improve weld productivity and dramatically
decrease the opportunity for product failure and liability concerns.
Please also keep in mind, when dealing with weld issues on large projects, that
many of the problems associated with a simple welding process are often embellished
by BS, ignorance, lack of ownership, salesmanship or corruption from third party
individuals. In this enviroment, it's good for your digestion and longevity, if
you to have a sense of humor when dealing with the subject of welding.
 
L.A
Buildings. Earthquakes and Questionable Welds. This
weld story has it all. Lincoln
Electric and their incredible defense of unsuitable
weld consumables, corporate management and the common lack of accountability,
useless politicians, FEMA involvement with welding, lawyers discussing welds and
of course with all this, you have to end up with moral and questionable integrity.
Add to this Cleveland (home of Lincoln Electric) voters supporting California
politicians? Apathetic, inexperienced engineers who either lack the desire or
lack the ability to figure out a simple two control weld process. A generous grant
of millions to schools that did not ask for it. The possibility of buildings waiting
to collapse in the next quake and let's not forget, the lives that were, and the
lives that will be lost due to tainted, inexperienced engineering decisions.
The self shielded flux cored wire consumables recommended by Lincoln and Chrysler,
have cost the Auto / Truck Industries mllions each year on unnecessary weld rework.
For
auto / truck Self Shielded flux cored wire problems, click here.
This
one is great, it's got lack of side wall fusion and lack of root penetration.   
WELDERS
OR MANAGERS GOING TO JAIL? News
Flash: Washington at Work: The feds are still snooping around
those contractors accused of shoddy work on the I-805 Mission Valley overpass.
According to Engineering News-Record, the U.S. Attorney's office here has impaneled
a federal grand jury to digest evidence dug up by the FBI about defective
welds in reinforcing work done as part of the state's earthquake retrofitting
program. The 805 overpass isn't the only problem: of the 286 bridges investigated
by Caltrans in the wake of the San Diego problem, 242
turned up with bad welds .
Have
you purchased a truck lately? Pity.
 
IF
YOU WANT TO SEE SOME OF THE WORLD'S WORST MIG WELDS, GET UNDER THAT VEHICLE
OR VISIT AND VIEW THE BAD
WELDS AT AN AUTO OR TRUCK PLANT.

UNEQUAL
FILLET LEG LENGTHS, LACK OF WELD FUSION AND EXCESS POROSITY,THESE ARE COMMON DEFECTS
YOU WILL FIND ON THE MAJORITY OF AUTO / TRUCK FRAMES. HEY WHAT DO YOU WANT FOR
$35,000?  
WITH
TODAY'S CARS AND TRUCKS IT'S WISE TO KEEP A BOTTLE OF GLUE AND A ROLL OF
DUCT TAPE IN THE TRUNK.
I
brought my Subaru car to one of the local dealership for inspection on rattling
noise coming out of my trunk. They inspected it and replaced some parts. The noise
is still there. I got a call from the dealership 2 days later, and they told me
Subaru tech checked my car and found out the welds are not
up to spec and asked me if I let them bring the car to their body shop
and REWELD it. However I just don't feel right letting these guys make welds on
a my new
car and I refused to let them "fix" it. I got a call from them a couple
of days later and they said the noise is fixed but I know they never touched the
bad welds. The car has been sitting at the dealership for 2 weeks now and I'm
a little bit confused, do you think they used glue?
It's
so bad it could be a work of art:

Pulsed Welds. Common lack of fusion issues: 
In
the global welding industry you will find very few difficult weld applications,
you will however find;
[] extensive lack of weld management process ownership, []
apathetic weld engineering and supervision reference the establishment of Best
Weld Practices and Weld Process Controls, []
too many companies that have to rely on weld sales advice for their process issues,
[]
a complete lack of process control training for shop floor employees, []
a complete lack of knowledge on the costs of a common weld. The
consequences of failed welds 
Cartoon
by Pat Baggely of the Salt Lake Tribune. From USA Today Aug 11-2006
1996. A PIPELINE IN PERIL: A Status Report on the Trans-Alaska Pipeline Executive
Summary Prepared
by Richard A. Fineberg for the Alaska Forum for Environmental Responsibility
September
1996: Click here for this revealing report
and see if you can figure out the similarities between some
of the big three auto / truck management and the oil industry management in this
report. We
all know it's just as easy to do it right, as it is to screw it up. 
Ed
training young Jesse, 11. Kokomo Ind

Welds and a Canadian Shipyard: During
the nineties, I was invited to provide a weld evaluation
for an East Coast, Canadian Ship Yard. At the yard I was astounded to find that
welding was beyond chaos, it was Disney land upside down. It was difficult for
me to believe that the penetrating MIG spray transfer process was not allowed
for the common steel welds, while the cold MIG short circuit process was used
on most of the welds. Of course the second fact I discovered was no one at the
yard knew what short circuit and spray transfer was. To
produce the common 1/4 - 6 mm, steel fillet welds on the Canadian Navy frigates,
the 200 plus ship yard welders would first use the MIG "short circuit transfer"
even on the flat / horizontal weld positions on common steel parts that ranged
from 1/18 to 1 inch thick. The short circuit weld transfer mode is a method normally
used to weld thin gage sheet metals < 0.100. When I questioned why the welders
were using the low current Short Circuit mode, I simply got that confused weld
look. The short circuit parameters using 045 (1.2mm) wire with a wire feed rate
of 200 to 350 ipm, 180 to 230 amps and 22 to 23 volts, would without question
cause excessive lack of weld fusion, at the root of the welds made on parts >
4 mm. To
add to the weld problems at the yard, the short circuit welds were then followed
by a second cold weld pass made with an 045 1.2 mm, gas shielded "all position"
E71T-1 flux cored wire. These fast freeze wires while ideally suited for slow
moving vertical up welds are often poorly suited to attain optimum weld fusion
on steel welds > 3/16 made in the flat / horizontal weld positions.
At the yard the NDT, UT / RT would find large issues with lack of
weld fusion, excess weld porosity and extensive weld slag entrapment from the
E71T-1 wires. As welders lack process training it was interesting to note in this
yard the welders believed they could make all the welds with one wire feed setting.
The flux cored wire feed rates were set at the same low wire feed rate as the
MIG short circuit setting, 200 to 350 ipm. (10 to 3 o'clock) This flux cored wire
feed setting while suited to vertical up welds would cause extensive lack of fusion,slag
and porosity issues on parts > 5 mm. THE
CANADIAN SHIP YARD WORKERS WERE ALLOWED BY HANDS OFF ENGINEERS AND MANAGERS TO
USE A SINGLE WIRE FEED SETTING THAT COULD FOR THE MIG WIRE AND FLUX CORED WIRES.
UNFORTUNATELY THAT WELD SETTING WAS THE CAUSE OF EXTENSIVE WELD REWORK AND COULD
IN FUTURE JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE CANADIAN NAVY FRIGATES The
lack of weld process expertise and process control in this ship yard was beyond
even that found in many auto plants. In this weld process chaos, the welders would
not listen to the apathetic engineers and ship yard management, and to put salt
in the wounds, every cold weld they did took over 60% longer than it should have,
which likely was not an issue as those nice Canadian tax payers footed the welding
bills. This yard spent
over a million dollars annually on welder training, again a ridiculous waste of
tax payers money as it was certainly not effective MIG or flux cored training.
Canadians may not have to worry about weapons of mass destruction, the Canadian
Navy personnel however should worry about the welds that hold their frigates together. By
the way my weld analysis at the ship yard indicated that if the Canadian welders
understood the processes that they used and set optimum MIG and flux cored weld
parameters, the ship yard welds could be carried out 60% faster. The annual weld
cost savings with the recommended new weld settings for the ship yard and the
reduction in weld rework, would have been over 3 million dollars. Remember
on the subject of weld jobs and ship yards, weld efficiency evaluation is not
about laying off workers, it's about survival for the company. In the welding
industry when you are efficient today you should be a growth mode tomorrow.
My report on both the weld quality and cost reduction potential never got far
as the manager who reviewed it. I guess he was too embarrassed to present to his
own team, or possibly the manager did not want the navy to be aware of the weld
quality of its ships.
Canadian
frigates are at today at sea with questionable weld integrity, does anyone give
a dam. Ed Craig 2003. More
Ship Weld Data
IF A SHIP YARD WAS RUN LIKE A SHIP:
It's
unfortunate that the trend in weld manufacturing in
ship yards during the last two decades has been "hands off management and
engineers who do not own the processes vital to the products they build. Engineers
who use the title "weld engineer" without the ability to control a simple
two control weld process. I had a good laugh in 2005 when I read about
ship yard managers looking at laser welding for ship yards, facilities that typically
have for decades struggled to implement or control the simple to use MIG or flux
cored process. Ship yards that often have one inch gaps in the weld joints and
defective welds in the 90% range. Ship
yard management would do well to compare themselves with the way am efficient
ship or submarines is run. A captain or engineer on these vessels typically can
operate or take apart anything on a ship. I am not suggesting that this radical,
"technical expertise" should be part of any manufacturing managers job
description. I am suggesting that today we need a compromise
in which both managers and engineers show
more interest in their equipment and examine their requirements for Best Weld
Practices and Weld Process Controls.
To get manufacturing management and engineers back
into the equipment process ownership loop, an important first step is for weld
personnel who make welding decisions to have some credibility with the weld personnel
on the shop floors. To many weld decision makers each day
open their mouths and nothing comes out. Credibility is deserved when you
provide weld process advice or recommendations that positively impact the daily
weld quality or productivity. Looking for excellent MIG and flux cored
weld process knowledge? A good start would be this
book |
"A
Management and Engineers Guide To MIG" |
 The
black shade shows inadequate weld reinforcement at the weld surface
CANADA
BUYS A BRITISH SUB LEMON WITH POOR LIMEY WELDS.

Canada
has complained about four secondhand submarines bought from Britain which it says
are in need of extensive repairs. The Canadians are likely to demand compensation
from the Ministry of Defense. The four diesel subs were fully operational before
they were sold Ministry of Defense statement One of the vessels, the submarine
Victoria, is currently in dry dock in Halifax. The MoD had said it was fully seaworthy
and fit to dive but the Victoria leaked hydraulic fluid during its voyage home.
That vessel also had a dented hull and the Canadians dived to full depth unaware
of the risk. The dent was discovered later during a check up. There is also an
investigation under way into the possibility of a crack in a valve on top of the
submarines. The potential problem came to light after the Royal Navy found such
a crack on a submarine sitting in Britain waiting to be delivered. Exhaust valves
on all four subs must now be taken apart. The repair bill is already approaching
C$1m (approximately £500,000) and BBC correspondent Tom Carver says Canada
will probably demand compensation. Britain no longer uses diesel subs.
In a statement, the MoD said the four diesel subs were fully operational before
they were sold. The problems have caused embarrassment for the UK, which had mothballed
the four vessels before the Canadians bought them for about £332m (C$750m).
Leak alert
The
list of submarine problems include;
·
A dent in the Victoria that will cost up to half a million. · Bad high-pressure
welds in three of the four subs. · A bad fuel tank in one sub.
· One sub was leaking (I'd image that is bad news in any naval vessel and
doubly so in a submarine) · Cracked valves in the diesel generator
that would cause flooding if they failed. IF
BELIEVE IN THE IMPORTANCE OF QUALITY WELDS, YOU MAY WANT TO AVOID AMERICAN BRITISH,
RUSSIAN AND CANADIAN, SUBMARINES, NAVY FRIGATES AND AIRCRAFT CARRIERS. Try this
section
It
takes a week to train a MIG welder. Perhaps this company cannot spare a week.

THE
BEAUTY OF BAD WELDS IS THEY ARE FOUND EVERY WHERE 

Shows
a mismatch between the pipe root joint Transverse
surface STEEL weld cracks. 
Hot Solidification Crack

Weld
too narrow. Weld Too hot. Joint Highly Restrained. Filler too Weak: Root
undercut. 

WELD QUALITY
INFLUENCED BY PRODUCTIVITY
AND PURCHASING:
Bad
manufacturing management impacts purchasing practices. Why
is it at many manufacturing plants that have extensive robot weld process issues,
you typically will also find the "weld purchasing practices are out
of control? You may recognize this company.
[a]
The Smith plant typically purchases it's weld supplies from two
or more suppliers. If
you are purchasing from two weld supplier sources you have not implemented a single
supplier volume discount with typical price guarantees for 12 to 18 months
[b]
The Smith plant's purchasing personnel make weld equipment and consumable decisions. Its
bad enough when the weld supervisor has to pick a weld wire or power source.
[c] The Smith plant typically writes numerous requisitions every day for
welding consumables and components. The
function of purchasing is to attain the best quality at the lowest price. Let
the weld supplier control the stocking / requisitions for weld consumables through
a blanket order and hold the suppliers accountable. [d] The Smith plant
purchases and stocks more than three different types of filler metals for welding
carbon steels. Any
company that has more than three types of weld wires for welding steels is a company
out of control. [e] The Smith plant purchases more than two different
MIG gas mixes for steel welds. [f]
The Smith plant has always relied on the advise of the welding salesmen and the
salesman have become a fixture in the plant. Perhaps a weld process control
book would help.
Slag
inclusion from SMAW or FCAW 
DON'T
GET TOO COMFORTABLE TILL YOU HAVE INSPECTED THE WELDS ON YOUR FATHER'S
YACHT. 
Failures of four fuel tanks on recent model Bayliner and Meridian
motor yachts prompted parent company US Marine to initiate a defect recall
campaign (recalls 040132T and 040133T). Involved are gasoline and diesel
powered 2000-04 Bayliner 3788 and 2002-04 Meridian 381 models. The boats are equipped
with port and starboard 150-gallon fuel tanks. Failures could occur in one or
both tanks. While diesel is less flammable than gasoline, any fuel leak creates
serious safety and environmental risks in a marine setting. According to a US
Marine spokesman, the Coastline brand fuel tanks were custom-designed for Bayliner
3788 and Meridian 381 models. Because of the unusual shape of the tanks' end panels,
Coastline hand welded the seams, rather than welding them by machine. The seams
could fail due to "a combination of high stress location, insufficient weld
penetration, and high impact/vibration loads," according to a recall
notice issued by the U.S. Coast Guard. Brunswick teams
will repair boats in the field and will contact boat owners about setting up appointments.
Factory
Repair Alum Boat Welds. Boat MFG. unknown 
POOR
MIG WELD TECHNIQUE AND BAD WELDS.There
are hundreds of thousands of global MIG welders who every day make believe they
are stick welders and use the stick whip or skip techniques on their > 3 mm
thick, steel MIG welds. These poor souls, and their weld supervisors
and managers are simply not aware they are producing
welds with poor and inconsistent weld fusion.
The
dark area is suck back in the root


Reactor's
Weld Cracks not Systemic, Texas engineers say. John
Funk Plain Dealer Reporter. The
two cracked and leaking instrument tubes in the bottom of a Texas reactor were
likely caused by bad welds when the facility was built and are not a symptom of
a larger cracking problem, plant engineers told the Nuclear Regulatory Commission
yesterday."
The NRC is nonetheless poised to issue a letter to operators of the nation's 68
other similar reactors asking them to inspect for bottom leaks, Brian Sheron,
the NRC's associate director for licensing, said in a telephone interview after
the meeting. The NRC is concerned that the cracked bottom tubes could be the beginning
of an epidemic just as the cracking tubes in a Davis-Besse reactor lid turned
out to be a problem affecting about a dozen other reactors. Cracks in the upper
tubes have been traced to water-stress corrosion, a weakening of the metal caused
by constant high temperature, pressure and radiation. Because of the risk of a
dangerous accident posed by bottom leaks, the NRC has been in close contact with
the Texas plant, located about 60 miles south of Houston, since leaks were discovered
in April.

2008.
From Ed: I included this 1982 weld issue to show you how far we have come in twenty
six years. UNITED STATES NUCLEAR REGULATORY COMMISSION
OFFICE OF INSPECTION AND ENFORCEMENT WASHINGTON, D. C. 20555 FAILED
WELDS IN MAIN CONTROL PANELS Inspections
at the vendors' facilities have disclosed numerous welding practices not in accordance
with the American Welding Society (AWS) Standards and several quality assurance
practices not in compliance with the vendors' procedures or NRC requirements.
Among these were the following:
1. Certified material test reports not required, not available, or not in
accordance with AWS specifications
2. Changes to drawings not properly reviewed and accepted
3. Welding being done by unqualified individuals without qualified procedures
and using uncalibrated equipment
4. Poor welds, including lack of fusion, undercuts in excess of 1/32"
and weld wire remnants from 1/2" to 4" in accepted welds
5. Welding procedure qualification and welder qualification testing required
by AWS Standards not accomplished
6. Essential variables as specified by AWS Standards violated
7. Management oversight not accomplished for lengthy periods;
lack of separate review and approval for Quality Assurance
8. Unidentified weld filler metal used 9. Gas tungsten arc welding (GTAW)
process used but not documented in place of required gas metal arc welding
(GMAW) or shielded metal arc welding (SMAW) processes Since
the inspection determined that the non-conforming practices of all three vendors
are similar and widespread at each manufacturing facility, it can be assumed that
any panel from these vendors may have defective welds. Although
the vendors have seismically qualified similar panels, their current welding practices
and resultant defective welds may affect the validity of those qualifications.

EVEN
AS THE WORLD WATCHES THE REPAIRS AT CHERNOBYL NUCLEAR PLANT, THE WELD PERSONNEL
STILL CANT MAKE A GOOD WELD. CHERNOBYL
RESTART DELAY AFTER POOR WELDS DISCOVERED. FROM
LONDON (Reuter) Ukraine's
Chernobyl nuclear reactor has delayed restarting after routine maintenance following
the discovery of poor welds on coolant pipes, nuclear news agency NucNet said
on Monday. Chernobyl-3, the only remaining reactor on the site of the 1986 nuclear
accident, now was expected to resume operations in mid-November, six weeks later
than planned, NucNet said."During maintenance operations,
poor welds were found on about 50 seams in coolant
pipes and the necessary remedial work is expected to push the expected
restart date back to mid-November," it said. The unit was taken out of service
on July 21.Separately, Ukrainian government inspectors are still carrying out
a special safety review of Chernobyl-3 in response to a critical report by international
saftey experts, NucNet said.
Chernobyl's number four reactor exploded in 1986, sending a plume of radioactive
fallout across much of Europe, but about 5,000 people still work at the Chernobyl
center. Who
dropped the tungsten in the weld? 
Oversize
single pass weld, poor weld technique excess weld heat are a common cause
of this weld defect.
What
is the logical limit on a single pass MIG or FCAW fillet weld? My books
and CD training Resources have all the answers
you need. 
BAD WELDS ON NEW CONCRETE TRUCKS CAUSED
DEATH.
BAD WELDS, OIL RIGS:
In
February 1998, a 32-year-old derrick man died after he fell 65 feet when the oil-drilling
rig he was working on collapsed and fell to the ground. The 6-man drilling crew
had taken the last pieces of drill pipe and drill collars
out of the hole when the drilling rig collapsed. The derrick man was standing
on the derrick board 65 feet above ground and was wearing a safety belt. Evidence
suggests that the shifting of drill collars, improper anchoring of guy lines and
failed welds on the drilling rig leg may have contributed to the collapse of the
rig. When the rig collapsed, the derrick man fell an estimated 65 feet to the
ground and the rig fell on him. The derrick man died immediately and three coworkers
were treated for injuries.
FACE
investigators concluded that, to prevent similar occurrences, employers should;
[]ensure that all structural welding on a rig meets the American Petroleum
Institute Guidelines API 54-92, Section 8. 2.1, and that all welding is regularly
inspected and properly maintained. · ensure that the crew erects a
wind gust line. · ensure that an emergency escape device is installed
on the drilling rig. · develop, implement, and enforce a written comprehensive
safety program.
Thank
god it's only a pressure vessel. 
Contractors
and Government agencies and complete lack of control. The
mission of FEMP is the removal or dispositioning of all site nuclear materials,
decommissioning and decontaminating all site buildings and facilities, and returning
the site to public use.
Although
the Fernald site no longer produces uranium metal, it stores nuclear materials
once used at Fernald and at other DOE sites. The nearly 15,785,000 pounds of uranium,
along with contaminated facilities, radioactive and mixed wastes, and thorium,
are the site's principal radioactive hazards. The uranium, in various forms, must
be consolidated on site or dispositioned to an offsite location to ensure that
the material does not adversely impact the successful completion of currently
scheduled safe shutdown, utility reduction, and subsequent facility decontamination
and decommissioning programs. Some chemical hazards, such as acids, caustic materials,
various industrial chemicals, and process wastes, are also present. Note
from Ed. We in America don't need to go overseas looking
for weapons of mass destruction just visit some of the projects we construct. Life-threatening
structural defects have been ignored and covered up in the construction of a pilot
plant that will be used to clean up radioactive wastes at Fernald.
When
you are a weld engineer, There is only one thing worse than an ugly woman  
and
that's an ugly w _ _ d I
wonder how many senator's sons have driven a Humvee in Iraq? 
2007: Over 500 billion Tax dollars spent on US deface. If
you are on your way to Iraq, I hope you can weld: One
of the main so called weapons of mass destruction in Iraq was made in America,
it's called the Humvee. A third of every USA tax dollar goes to the Pentagon and
defense, yet combat engineers have to improvise the armor on these paper bag vehicles
to provide only partial protection for the troops. Nothing against army welders
but you don't want to see the repair / rebuild welds on these vehicles.
Article By C. Mark Brinkley
Times staff
writer MOSUL, Iraq - There's a huge Army dump truck here that's
unlike any other in the U.S. arsenal, a virtual Frankenstein's monster truck,
bulging and rippling at its spot-welded seams. It's half gravel hauler and half
Iraqi armored personnel carrier, half general issue and half junkyard find. "We've
had to come up with some ways to do our mission," said 1st Lt. Eddie Lewis,
24, a National Guard combat engineer from Fredericksburg, Va. "It's been
tough." In response to a question from a serviceman in Kuwait on Wednesday
about a shortage of armored vehicles in Iraq, Defense Secretary Donald Rumsfeld
said, "As you know, you go to war with the army you have, not the army you
might want or wish to have."
Note
from Ed: For a war that will cost the
USA taxpayers at least a trillion
dollars and eventually over 3000 USA soldiers deaths, you would think the US government
could provide the so called world's best equipped army with armored carriers that
actually protect the troops.
The soldiers from the 276th Engineer Battalion (Combat),
an Army National Guard unit from Richmond, Va., know about improvising. They have
few armored vehicles. And conducting missions in Mosul, one of Iraq's largest
cities, without armor is like poking a bear with a stick, just inviting trouble.
Insurgent attacks have been on the rise for weeks. Improvised explosive devices
and car bombs are frequent, especially against the trucks that aren't armored.
So the combat engineers have learned to turn heavy equipment into fighting vehicles.
The soldiers scavenge for parts from destroyed Iraqi personnel carriers and welded
the parts on their own vehicles.

The cargo and dump trucks were not made for hauling troops in the back -
one combat engineer had his leg dislocated as a result of being jostled in the
bed of the truck, Lewis said - and they certainly weren't made for strapping on
weapons. Most have improvised gun turrets welded to their beds, where the soldiers
mount machine guns but often have a tough time keeping them steady. The sides
have been reinforced with steel, ordered from neighboring countries and "acquired"
from scrap and junkyards nearby, which the riders hope will stop insurgent bullets.
Behind the welded plates are sandbags, and behind the sandbags are Kevlar blankets,
and behind the blankets are sheets of plywood.
Most of the Humvees here have been "up armored" to some degree,
with additional bulletproof glass and reinforced doors. But many still have canvas
tops, and the floorboards are particularly vulnerable to booby traps, even with
sandbags lining the floor.
"The
stuff the armor's bolted to is just aluminum," Lewis said, pointing to a
reinforced Humvee that
had been pocked by shrapnel from an insurgent mortar shell. "So there's still
a lot of weak spots." Some of those who questioned Rumsfeld suggested
National Guard units were given hand-me-down equipment. But Lewis and others said
active-duty units using similar equipment are facing the same problems throughout
Iraq. Near
Fallujah. Thanks to poor design, Marine metal workers have to reinforce vehicle
armor
Marine Corps News Story Identification #: 20051315935 Story by Staff
Sgt. Jim Goodwin Standing on top of a Humvee, blowtorch in hand in the middle
of Iraq, Cpl. Ray C. Rollins contemplates why he joined the Marine Corps nearly
four years ago. Putting
down the blowtorch he was using to weld a steel plate to the backside of the truck,
he smiles and gives his reply: "I was told I couldn't make it in the Marine
Corps," he said. "I hate being told I can't do something, so I did it
just to prove I could." The 23-year-old Marine reservist from Dublin, Texas,
is a welder by trade back in the civilian sector for a local company called Welder
Riggs Machine and Welding. In the Marine Corps, he is a mechanic, but often can
be found crossing the short distance of gravel which separates his work area from
the two tents which house the welders' work area. He loves welding, he says, and
frequently stops by to see if his fellow Marines has any welding work he can help
with. The
welders are part of Combat Service Support Company 122, a unit that provides vehicle
recovery and maintenance services for Marine units operating throughout western
Iraq. Since arriving in Iraq with the rest of CSSC-122 in September, Rollins'
weld skills have come in particularly good use. CSSC-122's welders - six Marines
in all - worked around the clock to weld armor on more than
115 military vehicles used for convoys and patrols during the height of
Fallujah combat operations. Using
both prefabricated kits of armor and scrap metal from inoperable vehicles, these
Marines have welded extra armor onto doors, back panels, gun mounts, and undersides
of everything from trucks to bulldozers to help protect Marines operating inside
the "City of Mosques." There
is no official figure on how many of the hundreds of U.S. combat deaths might
have been prevented by better armor.
Note
from Ed. As you already know, having to weld steel plate
to a military vehicle makes the US army look like its a third world army. Also
note these vehicle were not designed to take the extra weight of the welded plate
that at best provides only marginal protection. The extra steel added to Humvees
will slows the vehicle down and adds to additional break down issues. The
Pentagon Fiasco continues Humvee
Doors Trapp Troops:
Posted : Tuesday May 8, 2007 13:11:38 EDT The
Army is fixing the doors of every armored Humvee in combat in Iraq because the
doors can jam shut during an attack and trap soldiers inside, Pentagon records
and interviews show.
The
door trouble, the latest in a series of problems with the
Humvees since the Iraq war began, is an unintended consequence of the Pentagons
effort to add armor to protect troops from makeshift bombs. Improvised explosive
devices are the No. 1 killer of U.S. troops in Iraq, causing 70 percent of injuries
and deaths. Armored Humvees, the primary troop transport vehicle, are often targeted
by insurgents who plant bombs on roads. America's
Engineering Solution. One quick fix to the jamming problem was to weld D-shaped
hooks to Humvee doors so another truck could rip them off with a cable. The hook
is built in to the latest version of armor added to the Humvee, known as the Frag
Kit 5, said Lt. Col. William Wiggins, an Army spokesman at the Pentagon. Every
Humvee outside [a fortified base] will have a hook, Wiggins said. There
are about 18,000 Humvees in Iraq. The
Army plans to spend $284 million this
year on armor kits, which also include improved door latches and stronger hinges
to handle the heavier doors. The money is included in the emergency Iraq spending
bill President Bush vetoed last week. Bush rejected the bill because it contained
a timeline to withdraw troops from Iraq. After
thousands of troops died in them a politician has a thought. The
Humvee wasnt designed to withstand the kind of blasts our soldiers are getting
hit with in Iraq, said Sen. Joseph Biden, D-Del. This is just another
reason why we need to get as many of the new MRAP [Mine-Resistant Ambush-Protected]
vehicles as possible into the field, as soon as possible.
Want to read a story on what the army generals turned down when they
selected the Humvee
Lack
of root penetration

BAD PIPE WELDS OVER LAND PIPELINES A
preexisting defect, corrosion on a pipeline seam and a flawed protective coating
probably caused a break that spilled 564,000 gallons of gasoline into a Lake Tawakoni
tributary last year, according to a report released Monday. The spilled gasoline
from the March 9, 2000, pipeline break prompted the cities of Dallas and Greenville
to briefly halt pumping water from Lake Tawakoni. Tests at the time found the
gasoline additive MTBE, a suspected carcinogen, in East Caddo Creek, which feeds
into Lake Tawakoni. The
National Transportation Safety Board said in its report that cracks found on the
pipeline after the rupture were typical of a weld defect indicating the pipe weld
joint was not completely fused. The defect was on a lengthwise pipeline weld.
"I think what the NTSB is saying is an accurate probable cause statement,"
said Rod Sands, Explorer Pipeline vice president and chief operating officer.
Tulsa, Okla.-based Explorer owns the pipeline. The preexisting defect influenced
over time by corrosion and fatigue caused the rupture." The pipeline rupture
occurred near
Greenville, about 45 miles northeast of Dallas. The released gasoline flowed into
a dry creek bed that is a tributary to East Caddo Lake and then downstream into
East Caddo Creek, the report said. Explorer erected three dams in East Caddo Creek
to stop the gasoline but heavy rains raised creek waters to about 12 feet the
next day, destroying the dams and allowing gasoline to move downstream.
The
28-inch diameter pipe was built in 1970 by Steel Co. of Canada and installed that
same year. The coating was applied during construction. The NTSB said in its report
that Explorer officials told the agency that the pipe may have been buried in
the ground before the coating had cooled sufficiently. "This could have caused
extensive wrinkling in the coating, as well as pulling and
tearing the coating materials," the report said. The pipeline had a 50 1/2-inch
long and 6 3/4-inch wide crack at the break. The ends of the crack were located
off the edge of the seam weld. "

BP
works on cleanup of oil spill in Alaska 13-04-05.
About 40,000 cm of natural gas and an unknown quantity of crude oil have spilled
at a Prudhoe Bay drilling site operated by energy giant BP, state environmental
regulators said. According
to the Alaska Department of Environmental Conservation,
the affected area measured nearly 1.6 km by 90 meters. Most of the contaminants
landed on surrounding structures and a gravel pad, much of which was covered in
deep snow, according to Van Chau. Most of the remaining area was lightly misted.
Van Chau said BP is working with the agency on a cleanup and disposal plan. Investigators
said the spill appeared to have been caused by a split in a pipe weld. The
pipe is part of a system that uses compressed gas to help lift crude to the surface,
Van Chau said. The cause of the weld failure is under investigation, Van Chau
said. Source: Canoe Inc.

Bad Welds in the Print Plant Cause Fire.
By RICK BARRETT rbarrett@journalsentinel.com Last Updated:
Jan. 31, 2003.
The
destruction of the 10-story Quad/Graphics Inc. printing plant warehouse in Lomira
in July may have been caused by bad welds and improper installation of an automated
paper racking system, state officials told the company. The building collapse
and subsequent fire killed a worker for Aero Building Maintenance. The fire burned
for days, fed by thousands of pallets of magazine and catalog pages. On Friday,
Quad / Graphics said the state Department of Commerce and U.S. Occupational Safety
and Health Administration filed final reports on the building collapse and fire.
The Commerce Department found deficiencies in the design, engineering supervision,
welder qualifications and materials used by professionals and contractors hired
to install the racking system, according to Quad/Graphics. State and federal officials
were not available for comment. But the report's findings did not come as a surprise,
said Detective Blaine Lauersdorf of the Dodge County Sheriff's Department.
"It makes sense because the company that installed the racking system
had been at the plant either that day or shortly before to repair welds,"
he said. "It was our assumption from the beginning that welds had failed."
Fire
investigators had said they suspected the racking system had broken loose and
caused part of the building to crumble and catch fire. Quad/Graphics was cited
by the state for problems with an audible alarm system in the warehouse, according
to the company. Fire sprinklers and a main alarm system were fully operational
and notified employees of the fire, although the final wiring was still being
completed, company officials said. The reports showed that the building collapse
and fire was not the result of any violations by Quad/Graphics, or misconduct
by the company's employees, according to Quad/Graphics officials. The company
was not fined or penalized either by OSHA or the Department of Commerce, said
Claire Ho, company spokeswoman. The racking system was a series of six
cranes that lifted pallets of paper as high as 10 stories and placed them in slots
based on bar-coded information. It was used to handle printed pages waiting to
be bound into catalogs and magazines. A version of this story appeared in the
Milwaukee Journal Sentinel on Feb. 1, 2003.
IN
CASE YOU ARE SICK OF READING ABOUT BAD WELDS AND FEEL LIKE A BEER WITHOUT
MOLD, TAKE NOTE: A
remedial program was developed and implemented at seven breweries to correct manufacturing
faults which were creating inconsistencies in national brands. The brewery inspection
tackled four main areas, taste samples, brewhouse operations, cellar operations
and additive and recycle stream operations. Almost daily tasting was established
of malt, water, CO2 (in distilled water), diatomaceous earth slurry, sweet and
hopped worts and finished beer.
Several
brews were carefully monitored in the brewhouse noting mashing, lautering, raking,
boiling and whirlpool operation. Cellar operations studied were wort oxygenation,
yeast pitching, CIP operations, oxygen pickup during beer transfers and filter
operation. The final additive stages of beer processing require careful attention
to sterility and regular checks on all materials used as well as flavor and foam
stability of the final beer. In
one brewery a sulphury oniony musty aroma was traced to poor lauter tun operation
allowing husks to enter the copper. In another the fermentation was too rapid
for the desired flavour owing to continuous circulation of pitched wort through
a plate cooler for several hours while awaiting the next wort length. Other faults
uncovered were mold growth under failed welds in a plate filter,
inadequate regeneration of the carbon filter in the CO2 system and the
use of non food-quality rubber hoses. The lessons learned were put into practice
systematically by going back to basics, questioning all operations, improving
training and establishing a thorough audit system.
AFTER THAT BEER FORGET ABOUT USING THE EXERCISE EQUIPMENT.
Bad
welds, Recalls on exercise equipment. PRODUCT:
Due to a lack of management manufacturing expertise, exercise equipment - DCD
Incorporated of Malibu, Calif., is voluntarily recalling about 9,500
Ab Swing exercise units. The Ab Swing is a manual exercise unit, primarily
intended for abdominal exercise. It is gray steel, with red seat and handlebars
with black grips. The Ab Swing weighs approximately 18 pounds, and sits about
2 feet off the ground. The word "abswing" is printed on the front of
the seat and the phrase "Made in Malaysia" is printed on a tag on the
back of the seat. PROBLEM:
Some of the exercise units contain two faulty handlebar welds under the seat that
could fail allowing consumers to fall to the ground. FBI
is investigating charges of possible faulty Bay Bridge welds. Jim Herron
Zamora, Chronicle Staff Writer Thursday, April 7, 2005
Bad
Welds: Bay Area lawmakers called Wednesday for their own investigation of the
latest possible hitch in the troubled Bay Bridge replacement project -- an FBI
probe of allegations that the skyway span now under construction is riddled with
faulty welds.
"The
Legislature and the governor need to drop everything else and focus on the Bay
Bridge right now," said Assemblyman Loni Hancock, D-Berkeley. "These
allegations under investigation are very serious and will undoubtedly cause more
delays in this project. But we have to be assured that this bridge is safe. People
have waited since 1989 for a seismically safe bridge." If
the allegations of faulty welds are true -- which Caltrans and its contractor
on the skyway deny -- major portions of the bridge pilings could have to be rewelded.
Mark Mershon, agent in charge of the FBI's San Francisco office, said Wednesday
that agents were looking into "complaints (that) consistently allege a pattern
of substandard welds affecting a number of pilings intended to support the new
eastern span." He said the criminal investigation had been based on a telephone
call to a public corruption hot line, alleging that contractors were turning a
blind eye to bad welds. The Oakland Tribune reported Wednesday that 15 current
and former welders on the span had come forward to report faulty welds that connect
the bridge to the steel piles driven into the bay. The FBI investigation
is the latest in long series of setbacks in the construction of the new eastern
span. The estimated cost of the bridge has jumped from less than $2 billion a
decade ago to $6.2 billion, and the Legislature and Gov. Arnold Schwarzenegger
are locked in a fight over how to pay for the overruns and whether to change the
design of the single-tower suspension span that was to link up to the skyway.
The FBI, which is working with the U.S. Labor Department's Office of the Inspector
General and with the U.S. Department of Transportation, subpoenaed Caltrans records
Wednesday and set up interviews with several officials.
The welders
interviewed by the Tribune said they had been ordered to shield faulty welds from
Caltrans inspectors. They said Kiewit Corp. -- the lead contractor in a partnership
to build the bridge -- had told them not to repair cracks and other faults so
the project would not fall behind schedule and the company would not incur late
penalties. The allegations refer to as many 136 underwater steel piles that have
been completed since 2003 and the pile heads that connect to the rest of the bridge.
There are 24 more steel piles under construction, Caltrans said Wednesday. The
alleged cracks and bubbles are in welds that connect a 200-foot-long steel slab
-- which is driven into the bay floor -- with a smaller 100- foot-long section
that then is welded to the pile heads. Kiewit, of Omaha, Neb., has its West
Coast office in Concord, and it denied the allegations and defended the welding
on the steel piles. It said the work had passed inspections by Caltrans and an
independent inspection firm. "Critical welds are performed by certified,
experienced union welders that are approved by Caltrans," said Kiewit spokesman
Tom Janssen. "The professional welds are extensively inspected and tested,
including visual, ultrasonic, magnetic particle and radiological testing processes.
"These state-of-the-art measures are employed daily on every critical weld
to ensure that our work on the Bay Bridge project is in full compliance with all
contract specifications."
Caltrans Director Will Kempton and Bijan Sartipi, who oversees Caltrans' Northern
California operations, said the welders' allegations were wrong. They insisted
that the bridge had been inspected to the highest industry standards and was safe.
"Improper welds are caught and corrected," Kempton said. Sartipi said
a handful of cracks in welds had been found early in construction, and they were
all done again. "These are all done by certified inspectors, and we are satisfied
that those inspections were done safely," Sartipi said. Sartipi
said it was implausible that Kiewit would risk criminal prosecution, civil liability
and a loss of future business by committing fraud and endangering the lives of
thousands of motorists. "I don't see any benefit from a contractor working
on such an important project to take that kind of risk," Sartipi said. But
Hancock said that public frustration over the long-delayed project was high and
that all levels of state government needed to work together to restore public
confidence. She said Wednesday that the Legislature needed to assume closer oversight
of the project and to investigate the allegations of defective welds. Sen. Tom
Torlakson, D-Antioch, chairman of the state Senate Transportation Committee, said
Caltrans needed to explain the severity of the problem. "I am concerned about
the scope and severity of these allegations," Torlakson said. "I have
urged (Caltrans) to immediately explain to the Legislature the procedure for inspection
of welds on the Bay Bridge, any problems that have come up during the construction
process, and how those issues are being resolved." E-mail Jim Zamora
at jzamora@sfchronicle.com.
Bridge bad-welds flap took on life of its own
April
17, 2005 Reposted from the San Francisco Chronicle By Phillip Matier &
Andrew Ross Tipster complained of conditions, not work. It turns out that
the whistle-blower whose call to the FBI triggered the big investigation into
alleged faulty welds on the new Bay Bridge hadn't even been calling about welds.
In fact, apprentice welder Gustave Link, who phoned the FBI's public corruption
hot line in February, more than a year after he quit his job, was only complaining
about what he thought were dangerous working conditions at the bridge site --
issues that he says had fallen on the deaf ears of both construction managers
and his union bosses. "If it wasn't for the FBI bringing it up, the issues
of welding would have probably been buried in concrete," Link, 38, told us
last week after the story broke. Link said he had wanted to talk to the FBI about
the union's lack of collective bargaining and about exposure to manganese and
other welding fumes, as well as the hot and cramped working conditions on the
skyway construction project. But Link said agents were more interested in discussing
issues around welding joints -- though he says the specifics of the conversation
are a bit hazy. In any event, the talks definitely caught the bureau's interest.
Coincidentally on Feb. 4, about the same time Link was contacting the FBI, the
Oakland Tribune filed a request with Caltrans under the state Public Records Act,
asking for inspectors' records and other documents detailing bridge welding tests
-- part of the inquiry that led to the paper's report that 15 former and current
welders had complained about potentially faulty welds. One thing led to another,
other welders were contacted and before long Mark Mershon, the FBI's agent in
charge in San Francisco, said the feds were looking into allegations of "a
pattern of substandard welds on the bridge." In particular, accusations surfaced
that the contractor had paid questionable cash bonuses to welders to speed up
their work and had instructed workers to conceal faulty welds. The contractor
says the bonuses were nothing out of the ordinary and that no one was told to
cover up bad welding. It was only after the Tribune's story appeared that the
FBI issued subpoenas for Caltrans records and began questioning bridge managers.
Caltrans, Cal OSHA and the Pile Drivers Union Local 34 were caught flat- footed
by the allegations -- because during grievance hearings, in which a dozen workers
claimed they had been laid off from the bridge job for complaining about safety,
the welders had never said anything about the welds. "Obviously, if people
felt that defective welds had been covered up, that would have been an appropriate
time to raise it, and yet it wasn't raised," said Sandra Benson, the attorney
for Local 34. In fact, she said, "until last week, the union had never received
any word from any members that there were defective welds put in and that anyone
was overlooking it." Nonetheless, now that the allegations have surfaced,
much work on the bridge has been brought to a standstill. The joint venture contractor,
KFM, has hired high-powered PR consultant Chris Lehane (mouthpiece for the likes
of Bill Clinton, Al Gore, Michael Moore and Marion Jones) to help deal with the
political fallout. Preliminary tests found no evidence of bad welds, but this
week an independent inspection team hired by the Federal Highway Administration
will conduct a more sophisticated examination that could last for several days.
And what does whistle-blower Link say about the possibility of defective work
turning up? As an apprentice with less than three years of welding experience,
he says he's never been qualified to judge that issue. "I'm
not an expert to say what was going on with the welding," he said.
Follow Up.
Bay Bridge Welds Hold Up in Second Round of Inspections. A second round
of tests on allegedly faulty welds on the new eastern span
of the Bay Bridge indicates the workmanship meets minimum standards, according
to the Federal Highway Administration. For the past three weeks, private inspectors
hired by the federal government have been cutting into sections of the steel foundation
to check for bad welds. Former welders on the project alleged that because of
tight deadlines, substandard work was performed. Workers also claimed they were
ordered to cover up the shoddy work.The skyway is a joint project between the
California Department of Transportation and KFM contractors.Three weeks ago, Inspectors
hired by FHWA and CalTrans performed a preliminary check of five welds in one
pier and discovered no problems with the work. The skyway is held up by 28 columns
anchored by foundation piers sunk into rock below the bay floor.The inspections
began after the FBI initiated an investigation into the
welders' claims. Agents subpoenaed more than 300,000 pages of CalTrans documentation
on weld inspections. CalTrans ordered a stop to all new welding and concrete work
on the bridge while the inspections are in progress. The agency said the work
stoppage is costing $400,000 daily. The price tag for the bridge retrofit has
ballooned to $6.2 billion after multiple delays.
Weld
Defect: Lack of Side Wall Fusion Vee Prep:
The prime cause is vee prep too narrow < 70 degrees. With manual flux cored
welding "poor technique". With automated pulsed MIG "poor parameters"
and poor technique. With rotated pipe joints weld speed too fast and deposition
rates too high. Magnetic arc blow is also a common cause. When the joint is too
narrow the arc or partial arc can be attracted to one of the side walls causing
lack of side wall fusion. A narrow joint also will have too much weld depth reducing
the arc force on the lower portion of the weld. Incorrect gun angles or incorrect
manipulation of the weld gun also prevent adequate side wall fusion. Mechanized
weaving can provide consistent side wall weld fusion while inconsistent manual
weaving can be a prime cause for weld fusion. Weld
Defect: Lack of Side Wall Fusion Fillet. What
you see here is common on many auto and truck frames welded by robots. The prime
causes are many. [1] use of low energy low current density globular transfer
as a result of the selection of poor weld parameters or over sized weld wires.
[2] No TCP control of that robot. [3] Poor robot programming. [4]
Poor fixtures. [5] Poor part tolerances. [6] Poor weave or lack of weave.
[7] Poor weld parameters. [8] And of course the prime cause of most manufacturing
weld defects "poor manufacturing management".

Dont
jump to conclusions about those Trampoline Welds.
Bad Welds Lead To Recall
Company Gets 700 Reports Of Broken Welds POSTED: 1:29 p.m. EDT July 31, 2003
Due
to a lack of management manufacturing expertise, Hedstrom
has recalled 116,000 trampolines because welds on the frame can break,
causing people to fall to the ground. The company has received about 700 reports
of one or more welds breaking from the trampoline rails, resulting in 10 minor
injuries, according to the Consumer Product Safety Commission. The 12-, 13-, and
14-foot trampolines, which were sold separately, and also banded together with
safety enclosures. They were sold under the brand names Hedstrom and NBF. The
brand name is written on the warning labels found on the products.

THERE
IS ANOTHER ONE: Due to a lack of management manufacturing expertise,
in cooperation with the U.S. Consumer Product Safety Commission (CPSC), Jumpking
Inc.® of Mesquite, Texas, is voluntarily recalling about 1 million trampolines
and about 296,000 "FunRing" enclosures. Welds on the frame of these
trampolines can break during use, resulting in falls and possible injuries. Additionally,
the mounting
brackets of the FunRing enclosures have sharp edges, which can cause lacerations.
July 1, 2005 Nautilus Inc. Recall to Repair Exercise Benches
In cooperation with the U.S. Consumer Product Safety Commission (CPSC), Nautilus
Inc., of Vancouver, Wash., is voluntarily recalling about 10,000 Nautilus NT 1020
Exercise Benches. A weld on the bench frame under the seat can crack and separate
from the main frame, allowing the bench to collapse and the user to fall and suffer
injuries. January 5, 2006 Bombardier Recreational Products Inc. Recall
of 2006 Snowmobiles In cooperation with the U.S. Consumer Product Safety Commission
(CPSC), Bombardier Recreational Products Inc., of Valcourt, Quebec, is voluntarily
recalling about 10,400 Model Year 2006 Ski-Doo REV, RT, and RF Snowmobiles. The
steering columns on these snowmobiles could have a missing weld, which could allow
a steering component to become loose. This could lead to a loss of control or
possible collision causing serious injury or even death. 
2005 Polaris Industries Inc. Recall of Snowmobiles In cooperation
with the U.S. Consumer Product Safety Commission (CPSC), Polaris Industries Inc.,
of Medina, Minn. is voluntarily recalling about 16,640 Polaris Snowmobiles.
The fuel tank filler neck on these snowmobiles can crack. A crack in the filler
neck area may cause the filler neck to separate from the fuel tank. A crack or
filler neck separation may allow fuel or fuel vapors to escape from the fuel tank,
posing a fire hazard.

From
Trampolines to Bikes. Bad
Welds: The Iron Horse Hollowpoint Team comes with an incredible set of components
from the Hayes Disk Brakes to the Mavic Crossmax Rims. It is truly of fun bike
to ride...unfortunately, due to a lack of management manufacturing expertise,
my bike's rear suspension welds failed after just 3 months of riding. It seems
this was a design defect that impacted a lot of the Hollowpoints in 2003. I could
have lived with a getting a new frame if Iron Horse hadn't been so bad to work
with...something both I and their authorized shop agreed on. It took them almost
two months to resolve the issue and they just wouldn't communicate with us. It
took two weeks just to get a call back...after the shop contacting them 4 times
and me 2 to even get an RMA....I'd love to say this combination of great components
and a low price is worthy...but don't risk your safety or the aggravation that
will come when you have to talk with them. Go out and get a Santa Cruz Blurr...a
bit more $$ but better bike and a better company.
FROM BIKES TO SCOOTERS. 
Due
to a lack of management manufacturing expertise, the
firm Razor USA has announced the recall of around 246,000 units of the Razor
Electric Scooter sold between the time period October 2003 through May 2005.
Details about the weld Recall: Importer: Razor USA LLC, of Cerritos, Calif.
Hazard: A weld can break, causing the handlebar to detach from the scooter. This
can cause the rider to lose control and fall from the scooter. Incidents/Injuries:
Razor USA has received 261 reports of handlebar welds breaking or bending. This
has resulted in reports of 16 injuries, including three broken arms and one laceration.
The scooters are Manufactured in: China, (From Ed. I hope they did a better job
with the welds on the new Olympic Stadium)
Honda
Recalls 2002 and 2003 Gold Wing GL1800 motorcycles
Ken Freund Rider Report Monday
November 3, 2003 DEFECT SUMMARY:Due
to a lack of management manufacturing expertise, on some motorcycles, certain
frame welds do not meet manufacturing specifications. High loads created when
riding on rough road surfaces or through potholes can cause the affected welds
to crack.
CONSEQUENCE
SUMMARY: The welded area could break, resulting in rear suspension collapse or
lower cross member separation, increasing the risk of a crash.
Buying
a used GL1800 By Steve Saunders Honda's GL1500 After
weld failures on the lower crossmembers of an unspecified number
of bikes,in some instances causing the rear suspension to collapse, American Honda
is conducting a Safety Recall on a specific group of 2002 and 2003 Gold Wing GL1800
motorcycles. Rather than a problem with the aluminum frame's design, the recall
is to reinforce two frame welds that may not meet the original manufacturing specs.
In other words, some bad welds slipped by QC that month. Fortunately, no rear-wheel
lockups, crashes or injuries were reported. About 7,000 of the 55,000 GL1800s
in operation are affected by the recall. Under certain conditions, some existing
unreinforced welds can crack, or fail. The repair procedure consists of adding
additional TIG welding to the frame where the lower cross member joins the side
rails.
Note
from Ed: A blind weld supervisor could feel the above frame weld and know from
the freeze weld lines, the scalloped weld edges and concave surface that this
weld will have lack of weld fusion and be subject to hot center cracks. It's a
pity this company did not hire more blind weld supervisors or perhaps they could
provide some weld process control education to the managers, engineers and weld
supervisors. Update
on the GOLD WING GL 1800 Management Weld Issues. Honda
Now Recalls more Gold Wing GL1800/1800A bikes for frame cracks. This
recall affects the entire Gold Wing 1800 line from 2001-200. 4High
loads created when riding on rough road surfaces or through potholes can cause
the affected welds to crack. The only 1800s not affected are those that have already
been recalled or repaired previously for frame cracks. Honda America
has told their dealers yesterday 28-01-2005 that the frame weld recall
from last year will also effect the building year 2004. Note
From Ed. It would appeare that this manufacturing management simply lacked the
ability to learn from the two previous years and correct a simple welding issue.
Note
from Ed: Bike Weld Repairs BE WARNED. Before allowing TIG weld repairs
to high strength steels, the addition of additional, unqualified welds to these
steels means more weld heat, longer grain structure and lower mechanical properties
in the frame weld heat affected zone, (HAZ) . Also as a consumer you should be
concerned about how well the bike shops will carry out the weld repairs. Lets
face it, If the bike manufacturing company management cannot ensure their welders
can make quality welds in a controlled weld production enviroment, what guarantee
do you the poor bike purchaser have that your weld cracks will be removed and
the resulting repair welds and HAZ properties in the weld repair will be acceptable
when the welds are made in Joe's bike shop. The
bottom line with warranty weld repairs made in bike shops you are getting an unknown
condition in that costly bike frame. When these type of defects occur in the warranty
period, I would be demanding either factory weld repairs along with an extended
warranty or a replacement bike. If they refuse take them to court. I
WAS IN Honda Motorcycle HELL. I
purchased a new Honda VTX1800 in April 2005. With only 164 miles the linkage rod
on the shifter broke at 60 miles an hour on the highway. I was almost killed trying
to get across traffic to the shoulder without the ability to shift. The bike was
towed and it spent six weeks in the shop. The dealer left the bike in the rain
for the entire 6 weeks causing it to rust. With 195 miles the bike developed an
oil leak and was towed again. Another two weeks in the shop. With 245 miles the
FL light came on. The bike was towed again and spent another week in repair. I
picked the bike up from the dealer and on the way home the FL and temperature
light went on. Towed again and two weeks later it is still in the shop - they
cannot figure out how to fix the bike. Of the 10 months I have owned the bike
it has been towed four times and spent almost three months out of service. The
bike has been ridden for a total of 295 miles. Early in the process
I called Honda Customer Support for help. To date I have placed numerous calls
(they have returned my calls only twice) and sent a registered letter to Honda
Motors in Torrance CA. The letter was not addressed or answered by Honda Corporate
- it was immediately sent back to the same customer support group that has failed
to help me after 3 months and numerous phone calls. Their position is that this
just a normal warranty situation. Honda continues to refuse to talk with me about
an equitable solution. I continue to call customer support with the same results
- no support. I now have a motorcycle that I cannot ride as it has almost killed
me once and stranded me on two other occasions. If I sell the bike, I will have
to take a hit of several thousands of dollars because of the repair history (unlike
Honda I feel that I must be honest with any buyer).
What
have I done to deserve the current situation? I am not a negative person and will
normally suffer in silence if a product fails. I am writing this complaint primarily
to assure that others do not suffer the same frustration and monetary loss. If
you purchased a Honda product because of their reputation, think again. I am living
proof that they refuse to take care of their customers. I have been on this planet
52 years and have never purchased a product with this many problems, or been treated
with such utter disregard by a corporation. Life is too short to take a chance
that you will share a similar fate. Stear clear of Honda motorcycles. Thanks very
much for your support. Clete Deller.

Recall
of Harley-Davidson 16-inch BMX Bicycles
WASHINGTON, D.C. - The U.S. Consumer Product Safety Commission, in cooperation
with the firm named below, today announced a voluntary recall of the following
consumer product. Consumers should stop using recalled products immediately unless
otherwise instructed. Name of Product: Harley-Davidson 16-inch BMX Bicycles
Units: About 25,000 Distributor: World Wide Cycle Supply
Inc., of Islandia, N.Y. Hazard: The fork that holds the front wheel can separate
at the weld, causing the rider to fall and suffer injuries.

2005
Suzuki GSXR 1000 Frame Alert! Apparent weld frame defect contributed to crash May
21, 2005
While
competing in a race for AMA sanctioned Motorcycle Roadracing Club Dan Sallis (MRA
#63, AMA Superstock #48) crashed in turn one while Pikes Peak International Raceway.
Dan was riding the 2005 1Tail.com Suzuki GSXR when the front simply washed out
entering turn one. "I am not sure what happened because I was taking it easy
and just cruising. I was comming up on a lapper and setting up to pass him on
the outside when the front just went away." said Dan. Dan was in 3rd place
when the crash occurred and he had been in running as high as 2nd in the race.
Upon taking a closer look at the damaged Suzuki frame it is clear that the weld
was inadequate as indicated by the photographs below. The break in right down
the middle of the weld. Futhermore, when one takes a closer look at the weld it
is clear that the weld had zero penetration for the majority of the welded area.
"This all makes perfect sense now. This thing came apart on me at the top
of turn one just as I was counter steering at well over 100 miles an hour entering
the turn," commented Dan. Current owners of the 2005 Suzuki GSXR 1000 may
want to have their frame welds inspected for defects. 1Tail.com will present the
broken frame for inspection to the director of roadracing for the AMA at the event
at PPIR later today.
VOLUNTARY SAFETY RECALL CAMPAIGN #2A08 2005
AND 2006 GSX-R1000 MOTORCYCLES FRAME REINFORCEMENT BRACE INSTALLATION/FRAME
REPLACEMENT. According to reports, possibly 26,000 motorcycles could be affected
by the recall.
Suzuki
has received reports of cracking or breakage of the motorcycle frame in certain
extreme situations where unusually high stress is placed on the frame, such as
collisions involving the front wheel/fork assembly. Suzuki has also received
reports of cracking or breakage of the frame behind and below the steering neck
when the motorcycle is subjected to repeated hard landings from hazardous maneuvers
such as extreme or extended wheelies or other stunts.
Suzuki
dealers will inspect the relevant area of the frame for cracks. If no cracks are
found, a frame reinforcement brace will be attached to the frame using bolts and
epoxy adhesive. Suzuki is promising if cracks are found during the inspection,
the frame will be replaced with a new frame that has the reinforcement brace installed,
providing a five year warranty on the frame and the frame reinforcement brace
beginning on the date of installation by the dealer.
Note
from Ed. I saw pictures of these the welds, they had minimal to zero weld
fusion. If simply cruising like the above cyclist stated, or if making hazardous
moves, (a suggestion from Suzuki to point the fault at their customers), its logical
to remember these bikes were designed to perform at a high level and the bikes
were designed to have sound welds. The extent of the weld defects suggest a complete
lack of weld manufacturing process controls from the Suzuki management. If I owned
one of these bikes, I would not accept the Suzuki recommendation of a brace or
glue repair for a bike with a visible defect, I would be concerned about what
I could not see, the potential lack of weld fusion. I would demand a complete
refund of the bike cost and seek legal representation to sue Suzuki for putting
my life at risk.
ATV
WELD ISSUES:

2003:
CPSC, Kawasaki Motors Corp. U.S.A. announce recall of ATVs
PRODUCT: ATVs - Kawasaki Motors Corp., U.S.A. (KMC) of Irvine, Calif.
Due to a lack of management manufacturing expertise,
Kawasaki s voluntarily recalling 732 of the 2003 model year All Terrain Vehicles
(ATVs). The Kawasaki "KFX50" is a small four-wheel ATV designed for
use by adult-supervised children 6 years of age or older. PROBLEM:
There is the potential for failure of a weld securing the tie- rod plate to the
steering column. If the weld fails, the plate can become detached from the steering
column, resulting in a loss of steering control.
Yes
this is a weld 
HOT CRACKING FROM POOR WELD BEAD WIDTH TO
WELD DEPTH RATIO
Bad Welds, Bad Welds.What's the Los Alamos National
Lab to do?
LANL
auditor claims he was demoted for criticism (11 comments; last comment posted
February 11, 2005 02:43 pm) print | email this story
HEATHER CLARK | Associated Press February 10, 2005 ALBUQUERQUE
-- A quality-assurance auditor at Los Alamos National Laboratory said Wednesday
that he was demoted in retaliation for audits that were critical of lab safety
and security practices.In a complaint to the U.S. Labor Department, Don Brown
said he was hired in May 2003 to conduct safety audits on facilities and procedures
at the nuclear weapons lab in New Mexico.He said he was involved with two major
audits beginning in June 2003 before he was demoted in the fall of 2004.The first
audit found that more than half of the welds inspected in the Chemistry and Metallurgy
Research Building, one of the lab's oldest facilities, were defective. Brown said
in the complaint that before he and co-workers could complete the audit, lab managers
told them to stop. A separate audit of the lab's Nuclear Weapons Engineering and
Manufacturing System division found no quality-assurance program covering two
missile components used for nuclear warheads, the complaint said.Brown said he
decided to go public with his findings after lab management ignored his requests
to fix the safety problems. He is also seeking to get his former job back or a
similar position, according to the complaint."I don't want us to lose one
life, much less a lot of life," Brown said in a telephone interview from
his Los Alamos home. "The quality-assurance program that's used to assure
nuclear safety is broken."Los Alamos spokesman Kevin Roark said lab management
does not ignore safety concerns from employees and added that any welding problems
at the research building presented no threat to safety. He said the lab has "a
well-documented program" to deal with welding issues.In an October internal
report written just before he was demoted, Brown wrote that poor management and
an atmosphere of complacency have created "an environment fraught with the
potential for dangerous consequences" similar to the Chernobyl disaster.
He said the lab has about a fourth of the resources required to maintain quality
assurance.In addition, lab managers have an "attitude of intellectual arrogance"
and a sense that the lab does not need to follow normal industry requirements,
because the status quo is adequate, Brown wrote."I tried to get management's
attention," Brown said. "All I got was lip service and even very little
of that."Roark called the comparison to the Russian nuclear disaster "ridiculous."The
complaints by Brown follow several problems at Los Alamos, including a virtual
shutdown of the lab last summer after two computer disks supposedly disappeared.
It later turned out the disks never existed.As punishment for the problems, the
Energy Department recently slashed by two-thirds the management fee it paid to
the University of California for running the lab 
Fertilizer
Tank Dangers Prompt Nationwide Review
While our government looks for terrorists, Fertilizer Tanks
are exploding around the country because of Bad Welds.
By
CHARLEY GILLESPIE Associated Press Writer COLUMBUS, Ohio (AP) -- Seconds
after workers heard the booming sound of a massive tank's seams bursting, they
saw a giant wave of liquid fertilizer coming at them. One worker escaped injury
as the million gallons of liquid pushed the forklift he was riding over a containing
wall. Two workers cutting grass outside the dike weren't as lucky. The liquid
swept them up like driftwood and knocked them into other tanks and equipment.
Both were hospitalized. The accident last July at the Anderson Facility in Webberville,
Mich., was one of a series of ruptures of fertilizer tanks in several states. Tank
rupture blamed on faulty welding.
Five
tanks, all the same brand, ruptured in Ohio within a few months. State Fire Marshal
Robert Rielag alerted his counterparts around the country about problems with
the welding of tanks, which were built by two southwest Ohio companies, Carolyn
Equipment Co. and Nationwide Tanks Inc., that are now out of business. As a result,
authorities around the country are inspecting for faulty welding that could allow
spills that threaten lives, property and drinking water. The steel tanks, which
hold liquid fertilizer used for farming, range in size from 50,000 to 2 million
gallons and can be as big as a four-story building. The heavy liquid can burst
through a bad weld with such force that protective dikes fail to contain spills.
One of the most serious ruptures happened at Southside River Rail in Cincinnati
on Jan. 8. Liquid fertilizer exploded out of a million-gallon tank, destroyed
two reinforced concrete containing walls and pushed two tractor-trailers into
the Ohio River. One million gallons of fertilizer is like a mini tidal wave,"
said Mike Kroeger, an assistant fire chief in Cincinnati. "Thank goodness
we haven't had anyone killed. If anybody is standing next to a tank when it goes
they wouldn't survive." Testing of six other tanks
at Southside River Rail found faulty welding on all. Another tank farm,
the Queen City terminal, found five tanks with weak welds. In 1997, at United
Suppliers in Pacific Junction, Iowa, a million-gallon tank burst with such force
the liquid fertilizer moved rail cars off their track. John Whipple, fertilizer
bureau chief for Iowa's Department of Agriculture, said that after the Ohio fire
marshal's warnings his staff spent a month looking for the suspect tanks. It found
about a dozen, and "all of them have had to be re-welded," Whipple said.Gary
King, plant industry manager for the Michigan Department of Agriculture, said
the state began regulating fertilizer tanks last October. King said Michigan now
does yearly inspections and will require the manufacturer's name be listed on
tank registration applications.
The
earliest known problem with a tank built by Carolyn or Nationwide was in 1995
in Indiana when a 500,000-gallon container ruptured. Since then, officials have
made a slide show of the damage for presentations to groups in the fertilizer
industry, said Mike Hancock, Indiana's fertilizer administrator. "The slide
show forced them to check all of the tanks in their system," Hancock said.
"At least one location did have one of those tanks and had to do a reweld."
Kroeger, who is trying to assemble a national database of fertilizer tanks, says
he doesn't know how many are out there. He estimates there are 12,000 similar
tanks in the Cincinnati area alone. Both Carolyn Equipment and Nationwide Tanks
were owned by Donald and Carolyn Walters of West Chester, Ohio. Carolyn Equipment
was foreclosed on by its lender in 1990, while Nationwide filed for bankruptcy
protection in 1995 and then went out of business. Between 1980 and 1995, the two
companies built above-ground liquid storage tanks in Michigan, Illinois, Missouri
and Iowa, according to court records. Rielag believes tanks in other states should
be checked on the possibility that the problem goes beyond one brand.
Carolyn Walters said neither she nor her husband were aware of any widespread
problems with welding on tanks built by their companies. They used subcontractors
to do the welding, but Carolyn Walters said she couldn't recall who they were.
She said all records of who bought the tanks were destroyed after the bankruptcy.
Eds
comment: Welding steel tanks is a simple weld application.
We can put a man on the moon and cannot provide full weld penetration for a common
steel application that has been MIG welded for more than four decades. It's not
low cost labor that's killing this country is manufacturing management and engineering
incompetence?
IF YOUR HEART IS NOT IN WELDING ITS LIKELY A GOOD THING.

The explosive truth behind US wave of corporate crime
By Gregory Palast Guardian Unlimited Sunday November 1, 1998
There
aren't a million lawyers in America. There are only 925,671. But that's not nearly
enough, according to Elaine Levenson. Levenson, a Cincinnati housewife, is waiting
for her heart to explode. In 1981, surgeons implanted a mechanical valve in her
heart, the Bjork-Shiley, the 'Rolls-Royce of valves', her doctor told her. What
neither she nor her doctor knew was that several Bjork-Shiley valves had fractured
during testing, years before her implant was done. The company that made the valve,
an offshoot of pharmaceuticals giant Pfizer, never told the government. At Pfizer's
factory in the Caribbean, company inspectors found that due to a lack of management
manufacturing expertise, inferior equipment was used to make the poor welds. Rather
than toss out bad valves, Pfizer management ordered the defects to be ground down,
which weakened the valves further, but made them look smooth and perfect. Pfizer
then sold them worldwide.
Ed's Comment. There is no
inferior weld equipment, there is inferior management and engineers who select
unsuitable
equipment then make bad engineering decisions.

BHP
Billiton Petroleum v Dalmine SpA (2003) CA © Daniel Atkinson 2003 13 March
2003
Engineers
are familiar with the problem of designing for uncertain events and constructing
in uncertain conditions. Dealing with risk is the essential skill of an engineer.
When a failure occurs of either part or all of the works, it may be difficult
to identify precisely the cause of that failure. It may be caused by a number
of separate events, or by the unique combination of two or more events. This creates
significant problems in deciding the liability for the failure.
English
Law prefers a simple approach to causation. Fortunately the Courts take
a common sense approach which engineers will understand and those advising on
the resolution of disputes should note. In any dispute resolution procedure it
is important to identify which party is required to prove a particular alleged
cause of failure. Ultimately that responsibility may determine the outcome of
the case. This is what occurred in BHP Billiton Petroleum v Dalmine SpA decided
by the Court of Appeal on 19th February 2003.
Dalmine
SpA was an Italian steel-maker which manufactured and provided to British Steel
the 12 inch diameter steel pipes used in the construction of a sub-sea gas pipeline
in the Liverpool Bay area of the Irish Sea. The total length of the pipeline was
31.7 kms. British Steel was the supplier to BHP of the pipes under contract and
entered into a sub-contract with Dalmine for their manufacture.
There were no contractual relations directly between BHP and Dalmine.
Gas
bubbles were noticed on the surface of the sea which showed that the pipeline
had failed. It had to be replaced. It was established that cracks had developed
in the roots of the welds which joined the pipes together. The mechanism of failure
was that cracks had propagated from the weld roots into the parent metal of the
adjacent pipe and had developed into through-wall cracks, linking the interior
and exterior walls of the pipe.
STRESS CORROSION CRACKING: The cracks
had initiated because of a combination of excessive hardness
of the weld root metal and because the pipeline was subject, as was expected,
to the combination of hydrogen sulphide and water. This has the effect of releasing
hydrogen atoms which permeate the crystal lattice of the steel and embrittle it.
The effect is known as sulphide stress corrosion cracking or "SSCC".
FRAUDLENT
PIPE MECHANICAL PROPERTIES AND CHEMISTRY: The propagation of the cracks into the
parent pipe metal was due to the fact that the force exerted by the tip of the
crack exceeded the resistance of which the parent type steel was capable. The
resistance of the pipe metal depended on the material property referred to as
the carbon equivalent value or "CEV".
Dalmine
had fraudulently misrepresented the CEV material property of certain pipes.
BHP relied on Dalmine's deceit and accepted and utilised the pipes by incorporating
them into the pipeline. If it had known the true property of the pipes it would
have rejected them.
BHP sued Dalmine and British
Steel. Its claim against British Steel failed due to the effect of limitation
and exclusion clauses in the contract.. The judge at first instance made his decision
against Dalmine and Dalmine appealed. The issue was whether the incorporation
of non-compliant pipe caused the pipeline to fail or whether it would have failed
anyway.
The
main facts were that at each of the six welds where a leak occurred, at least
one of the pipes either side of the weld came from deliveries of pipe by Dalmine
which did not comply with the Specification. Dalmine's case was that a hypothetical
pipeline built entirely of compliant pipes would have failed in any event. The
real cause of the failure of the actual pipeline, was not the presence of non-compliant
pipes, but the other factors which had contributed to the initiation of the cracking
in the weld roots.
The
question was who had the burden of proving the cause of failure. The Court of
Appeal restated the general rule that proof rests on him who affirms not him who
denies. This was an ancient rule founded on good sense and was not to be departed
from without strong reasons. Dalmine argued that the onus of proving that but
for the incorporation of non-compliant pipes the pipeline would not have failed
in any event rested on BHP. This is the "but for" test of causation.
Dalmine argued that BHP's claim that Dalmine caused his loss implied that nothing
else did and that his loss would not have occurred in any other way. If Dalmine
could properly raise a case for argument that some other cause was operative or
that BHP's loss would have been suffered in any event, then BHP had the underlying
and inherent onus of disproving the negative in order to prove his positive case
of causation.
The Court of Appeal considered the issue of causation and
observed that although it was a matter of common sense it could still be a difficult
concept. The Court of Appeal considered however that Dalmine's approach was unrealistically
theoretical. The Court of Appeal held that the role of the "but for"
test was not to be exaggerated. The purpose of that test was to eliminate irrelevant
causes.
The Court of Appeal held that if the sole dispute had been whether
the welding procedure or SSCC, by themselves or in combination with one another
had been the cause of the pipeline failure, it may well have been that the burden
of such a dispute would have remained on BHP. That was not what the dispute was
about. The plain facts were that the pipeline had not failed at
any point other than where the pipe on one or both sides of the weld had been
non-compliant.
SSCC,
possibly in combination with the welding procedure, may have caused some cracks
to initiate, but it had nowhere caused such cracks to propagate sufficiently to
cause the pipeline to fail. If the pipeline had failed at some welded joint adjacent
to a pair of compliant pipes, then BHP may well have borne the burden of showing
that the cause of the pipeline's failure was non-compliant pipe rather than the
welding procedure and / or SSCC, for both of which Dalmine was not responsible.
In
the present case, the issue was not whether the welding procedure and/or SSCC
as distinct from non-compliant pipe caused the loss of the actual pipeline, but
whether they would have caused the loss of another pipeline, a hypothetical pipeline,
even if that had been constructed solely out of compliant pipes.
In the
present case the cause of the loss was pipe failure solely where non-compliant
pipe was in place. This was clearly an overwhelmingly important fact. It was for
Dalmine to show that the law and common sense should nevertheless regard the operative
cause of failure to be some other condition of the pipeline by proving that compliant
pipes would have failed in any event; or that BHP's losses otherwise properly
recoverable on the rule of damages for deceit should be curtailed because the
pipeline would therefore have had to have been replaced before the end of its
natural life.
The
burden of proving Dalmine's negative hypothetical case rested on Dalmine. The
Court of Appeal held that causation was proved once BHP had shown that the reason
why the pipeline failed when it did was because of the failure of non-compliant
pipe which but for Dalmine's deceit would have been rejected. BHP had shown that
the pipeline failed only where one or both of the pipes was non-compliant and
at no other welded joint. In such circumstances, if Dalmine wished to show that
a hypothetical pipeline made up only of compliant pipe, given more time and the
operation of the pipeline at the ultimate working pressure, would have failed
in any event, then it had the burden of proving that on the balance of probabilities.
For these purposes, a mere possibility of such a failure would not be enough.
However, Dalmine conceded that it could not sustain that burden.
Dalmine's appeal was therefore dismissed. The decision shows the common sense
approach of the Courts to a difficult issue and the importance of identifying
precisely the nature of the dispute.
ARE
YOUR KIDS SAFE RIDING ON A SCHOOL BUS WITHOUT SEAT BELTS AND WITH BAD WELDS?

Weld Defects
Curb School Buses Ray Hagar RENO GAZETTE-JOURNAL Posted: 10/28/2003.Defective
welds in the roof and pillars of Carpenter-brand school buses in Washoe County
and Carson City fleets prompted officials Tuesday to order them repaired or replaced.
The Washoe County school board approved an additional $200,000 Tuesday night to
buy 10 to 12 new buses on a lease-purchase program. Carson City school officials,
meanwhile, began inspecting their 17 Carpenter buses, about 40 percent of the
fleet, to assess the possible damage. "This is not only a problem for us,
but also for many other school districts in the state," Washoe Superintendent
Jim Hager told the board. "We want to make sure that all our parents are
aware that they (students) will be riding in safe buses. We won't put a bus out
that is not a safe bus."
The National Highway Traffic Safety Administration
in June recommended inspections of the buses nationwide after an 83-passenger
Carpenter bus in Florida rolled over, collapsing the roof to the seat level. No
children were on the bus. In Washoe County, crews found that 69 of the 71 Carpenter
buses in the district's fleet of nearly 300 buses had cracked or broken welds.
Fifteen of those buses have been taken off the road after the inspections showed
grave structural problems. Minor problems were found in the remaining 56 Carpenter
buses that remain in service. Repairs of the Carpenter buses still in service
should be completed within a few months, school officials said. So far, six buses
have been repaired.
Kevin
Curnes, Carson City schools transportation director, told the school board Tuesday
that four of the six Carpenter buses inspected needed re-welding. He said inspection
of the other 11 buses by the Nevada Highway Patrol should be complete in about
two weeks. The school district has 43 school buses. "We're only allowed to
repair once if the weld is not too bad," he said. "After that, they
have to be taken out of service and can only be sold as scrap." He said school
districts were asking Gov. Kenny Guinn for emergency funding if school buses need
to be replaced at $78,000 per vehicle. The repairs, he said, only cost $500. Director
of Operations Mike Mitchell told trustees that Carson City's insurance does not
cover bus replacement. Curnes encouraged trustees to keep the Carpenter buses
in service. The Clark County School District, Nevada's largest, has removed
23 of its Carpenter buses from service. "We didn't consider any of them minor,"
Frank Giordano, Clark County School District's vehicle maintenance coordinator,
said of the Carpenter bus weld problems. Giordano said it was easier for Clark
County to park its Carpenter buses because the district already is buying many
new buses to accommodate the state's fastest-growing school district. The Carpenter
buses with faulty welds were made at the Carpenter factory in Mitchell, Ind.,
before 1995, school officials said. The company had been the nation's second-largest
manufacturer of buses before the plant closed. The Carpenter buses in the Washoe
fleet were made between 1978 and 1990, Svare said.

Thanks
to poor manufacturing practices you had better take a fire extinguisher with
you on your next bus trip: Aug
9. 2006:USA Today reports that Bus fires like the one that killed 23 elderly people
fleeing hurricane Rita during Sept 2005 pose a significant problem that has largely
gone unreported.
It
was reported to the National Transportation Safety Board that approx 2600 fires
break out each year in the USA. The fires caused by manufacturing defects occur
in all types of buses. This has been going on for years.
BAD
PIPE LINE WELDS
.jpg)
KKAI
Associate EBI Associates.B In
a project in the early 80's, a major, natural gas pipeline construction project
was encountering welding problems. Due to a lack of management manufacturing expertise,
the 42 inch diameter high strength (70ksi yield strength) intrastate pipeline
project was experiencing field weld cracking in approximately 17% of welds made.
The expected rate of weld rejects requiring cut and reweld is < 1 % or less
for this operation. The contractor was destined to loose large sums of money if
his reject rate could not be brought under control. Field
evaluation of the situation led EBI to conclude that an optimized welding process
could significantly reduce the defect rate. The field welding was being carried
out using the Gas Metal Arc Welding (GMAW) or MIG process. The root (first) bead
used a filler wire (AWS E80S-D2) which matched the mechanical properties of the
base metal. The subsequent hot pass, fill and cap passes were made with the stick
electrode welding process (SMAW) using E8010 electrodes.
The high strength, alloy steel electrode (E80S-D2) which was used
for the root pass was responsible for the weld cracking. During the field welding
operation, the root bead must be able to sustain considerable deformation as the
weld is completed. The E80S-2 filler, when diluted with the microalloyed base
metal produced a high strength root bead with extremely low ductility that led
to root weld cracks. Improved
ductility in the root bead weld metal was needed. A change to a filler metal with
lower strength but with enhanced ductility (E70S-2) was the answer. A re-qualification
of the welding procedure was needed because of the change of filler metal for
the root bead. The test samples were adequate because the bend properties of the
weld were good and the strength of the welds was still equal to or greater then
that of the base metal. The cracking rate was reduced to an acceptable level (0.5%).
The welding standard requires that a weld meet the minimum mechanical properties
of the base metal, however, it allows the contractor to select any welding procedure
which meets or exceeds these properties. Use of a lower strength root bead with
enhanced ductility allowed the weld to meet code requirements while providing
enhanced ductility thereby avoiding cracking during construction. The
cost of a "cut-out and re-weld" is over $1000 per incident. With an
average of 75 welds per mile, the cost of repairs was reduced from $12,750 per
mile to $375 per mile. For a pipeline of over several hundred miles in length,
this saved the contractor millions of dollars! Weld
Failure Leads to Explosion in food industry: 
In
March 1994, a meat processing plant in the southeast experienced an explosion
in one of their freezer rooms which resulted in over $500,000.00 of property damage.
Fortunately, the explosion occurred around midnight on a Sunday so there were
few employees at the plant and no one was injured. An initial investigation by
plant personnel determined a weld in the refrigeration system failed and leaked
refrigerant. Summit Engineering was asked to assist in determining the cause of
the weld failure and what caused the explosion. The freezer room where the
weld failed is commonly referred to as a "blast freezer" and is used
to quickly cool the processed meat down to sub-zero temperatures. The blast freezer
used an ammonia refrigeration system to provide the necessary cooling requirements.
The weld fractured approximately one-quarter of the pipe circumference
along the center line of the weld.The weld was determined to be a factory weld
which was made at the refrigeration system manufacturer's facility. The weld was
sectioned and examined using optical magnification and scanning electron microscopy.
In addition, the fractured weld was sectioned, polished, etched and examined.
A polished sample of the fractured weld indicated lack of weld penetration and
the misalignment of the pipe and elbow. It was concluded that a poor quality factory
weld in the refrigeration piping failed, leaked ammonia which then ignited and
exploded. 
THE
WELDS ARE SO BAD ON THIS TRICYCLE, A 40 POUND CHILD CAN FRACTURE THE WELDS
CPSC And Radio Flyer Announce Tricycle Recall: In cooperation with
the U.S. Consumer Product Safety Commission (CPSC), Radio Flyer, Inc. of Chicago,
due to a lack of management manufacturing expertise, is voluntarily recalling
24,975 Tornado and Power Tricycles. A weld on the front fork may fail during use,
which may cause a child riding the tricycle to fall. Note:
This picture is not the bike.
Ed
what do you think of this weld failure?

Application:
4130 chromoly bmx non-drive side crankarm. Spindle lug is forged while crankarm
tube is extruded. Tig weld throughout. Ed's
Answer. It does not look like a TIG weld it looks like a poor, cold MIG weld.
Irrespective of the weld process utilized, the bottom line is poor weld technique
and the current is too low as evident by the extensive lack of weld fusion around
the crank arm tube.
Explosion
Marcus Oil facility. Houston, Texas. December 2004. 
Houston
Calling: PURPOSE
The Office of Environment, Safety and Health is issuing this
Environment, Safety and Health Advisory to provide external operating experience
regarding an explosion and fire that occurred at the Marcus Oil facility in Houston,
Texas in December 2004. Investigators determined that the explosion resulted from
faulty welds in a steel process pressure vessel. DISCUSSION
In its final investigation report on the explosion, the US Chemical
Safety Board (CSB) describes the violent explosion of a 50,000-pound steel pressure
vessel at the Marcus Oil and Chemical facility. The explosion was felt over a
wide area in Houston and ignited a fire that burned for seven hours. Several residents
were cut by flying glass, and steel fragments from the explosion were thrown up
to a quarter mile from the plant. Building and car windows were shattered, and
nearby buildings experienced significant structural and interior damage.
The
Marcus Oil facility refines polyethylene waxes for industrial use. The crude waxes,
which are obtained as a by product from the petrochemical industry, contain flammable
hydrocarbons such as hexane. The waxes are processed and purified inside a variety
of steel process vessels. The vessel that exploded was a horizontal tank 12 feet
in diameter, 50 feet long, and operated at a pressure of approximately 67 pounds
per square inch. The
case study report and accompanying safety recommendations have been posted
to the CSB web site (http://www.csb.gov).
WELDING
ISSUES: CSB investigators determined that the failed vessel, known as Tank
7, had been modified by Marcus Oil to install internal heating coils, as were
several other pressure vessels at the facility. Following coil installation, each
vessel was resealed by welding a steel plate over the 2-foot-diameter temporary
opening. The repair welds did not meet accepted industry quality standards for
pressure vessels. Marcus Oil did not use a qualified welder or proper welding
procedure to reseal the vessels and did not pressure-test the vessels after the
welding was completed. The weld used to close the temporary opening on Tank 7
failed during the incident because the repair weld (Figure 1) did not meet generally
accepted industry quality standards for pressure vessel fabrication. The original,
flame-cut surface was not ground off the plate edges before the joint was re-welded,
and the weld did not penetrate the full thickness of the vessel head. Furthermore,
the welds contained excessive porosity (holes from gas bubbles in the weld). These
defects significantly degraded the strength of the weld. Marcus Oil did not use
a qualified welder or proper welding procedure to re-weld the plate on the vessel
heads and install the steam pipe nozzles in the shells.

Figure
1. Recovered patch plate weld from failed Tank 7
The CSB estimated that the defective welds had decreased the strength of the vessels
by more than 75 percent. It is likely that the welds were further weakened by
metal fatigue from hundreds of operating cycles over many years. The weld on Tank
7 finally failed catastrophically during a routine production run. DESIGN
ISSUES LACK OF RELIEF VALVES The CSB found that
Tanks 5, 6, 7, and 8, the nitrogen storage vessels, and the compressed-air storage
vessel were not equipped with pressure-relief devices, as required by the American
Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code. However,
this was not a factor in causing the incident.
PROCESS
CHANGES Marcus
Oil installed a connection between the nitrogen and compressed-air systems to
provide rapid pressurization of the nitrogen system when the nitrogen pressure
was too low to move molten wax from the tanks to the process unit. The company
assumed that compressed air was an acceptable substitute for nitrogen during processing.
However, CSB investigators determined that management did not evaluate the hazards
that resulted from this process change. Pressurizing the nitrogen system with
compressed air contaminated the nitrogen gas with as much as 18 percent oxygen
a level sufficient to support combustion of the hydrocarbon vapor and wax
inside the tanks. Marcus
Oil used air instead of nitrogen to boost the pressure of the vessel, and the
oxygen inside the tank allowed the ignition of the flammable material, most likely
by sparks from the metal fragments. The fire spread back into the damaged tank
and caused a violent explosion, which propelled the 25- ton vessel more than 150
feet, where it came to rest against a warehouse on an adjacent property (Figure
2). CSB investigators later found a variety of large metal fragments in the surrounding
community, including a 120-pound steel plate located in a field 900 feet away.
WHY USE THE PRESSURE VESSEL CODE?:
The
CSB report pointed out that Texas is one of 11 states that have not adopted national
safety standards for pressure vessels. The ASME Boiler and Pressure Vessel Code
provides rules for pressure vessel design, fabrication, weld procedures, welder
qualifications, and pressure testing. In addition, the National Board of Boiler
and Pressure Vessel Inspectors has established the National Board Inspection Code
for pressure vessel repairs and alterations. However, Texas is one of 17 states
that do not require adherence to the National Board Inspection Code. The code
requires alterations to pressure vessels to be inspected, tested, certified, and
stamped. "If the provisions of internationally recognized pressure vessel
safety codes had been required and enforced, this accident would almost certainly
not have occurred," CSB Board
Member John S. Bresland said. "Pressure vessels potentially contain huge
amounts of stored energy, and if they fail they can pose a grave danger to lives
and property, as clearly demonstrated by the accident at Marcus Oil. The presence
of unregulated, uninspected, and improperly maintained pressure vessels within
an urban area like Houston is a serious concern." ACKNOWLEDGMENT
Richard Higgins of CH2M Hill Hanford Group, Inc. is the principal author of
this Advisory. Note
from Ed. What an understatement. They don't build refineries next to the Bush
family homes, yet the politicians in Texas allow these facilities to be built
next to schools, malls, parks and sub divisions. Is there something wrong with
Texas DNA or possibly it's the polluted water they drink? How can can any sane
person allow these facilities in urban areas and how would any sane individual
allow these facilities to be constructed without accordance to the relevant codes?

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