spotchecksafety why did this load tip over? – part 2heavyliftspecialist.com/art/46tip13.pdf ·...

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SPOTCHECKSAFETY T o summarise the whole incident under investigation, party ‘A’ had subcontracted the transportation of a 203-tonne reactor from Immingham Docks, UK, to a nearby refinery. The travelling distance was only 7.8 km, but a short distance from the docks as the trailer negotiated a long curve with a camber of 2.8°, the transport combination tipped over and the reactor landed in a ditch next to the road. The cost of the salvage operation and the damage repair to the reactor were covered by the transport insurance arranged at the client’s request by party ‘A’, which claimed that the cause of the accident was the negligence of the trailer operator. Party ‘B’ (the trailer operator) denied this claim. It took eight years to obtain a judgement in March 2013. After presenting all the evidence at the High Court in London, the judge rejected the allegations of party ‘B’ and found it solely responsible for the accident and its financial consequences. Prior to the accident, the project manager of party ‘A’ had visited the transport combination just before it entered a long curve in the road (see picture 1) and where, approximately 200 m further on, it tipped over . He spoke with the transport supervisor and asked whether everything was going fine. The supervisor of party ‘B’ trailer deck above the road surface at each corner. It proved that the trailer height at the right and left rear end was 112 cm above the road and at the front right side 108.5 cm and front left side 110 cm. These measurements, as well as the pictures taken directly after the accident, were presented in an official accident report. According to the police escort, which drove behind the transport combination, the trailer tilted slightly to the lower side of the curve, tilted a bit more and suddenly the whole combination tipped over. The lashing chains broke loose, the reactor landed in the ditch at the lower side of the curve next to the road and the trailer fell back on its tyres on the road. In the opinion of project manager ‘A’, the tipping of the trailer was caused by not compensating the trailer to a horizontal level when negotiating the curve, which had a 2.8° camber. When project manager ‘A’ arrived at the accident he had asked the operating crew where the spirit level was and they replied that they had left it in the driver’s cabin of the tractor unit as the road was in good condition. They had obviously misjudged the camber of this long curve. The opinions of the operating crew of party ‘B’ were not as clear as the statement and accident report of project manager ‘A’. acknowledged that the planned 7.6 km journey was proceeding to plan and the project manager of party ‘A’ then left for the refinery to open the gate and prepare the site for the offloading of the reactor. After about 10 minutes, when the transport combination did not show up, he drove back 6 km along the planned route and found the reactor lying on its back in a ditch next to the road while the 12-axle line trailer was still on the road and standing on its tyres (see pictures 2 and 3). Accident scene When the project manager arrived at the accident scene, he immediately investigated the condition of the trailer for hydraulic hose ruptures or other possible causes. He also noticed that the trailer was standing at the same camber as the road – and this was recorded by measuring the height of the In part 1 of this article, published in the last issue of HLPFI, safety expert Richard Krabbendam described the cause of an accident in August 1988 and the legal consequences it had for the parties involved. In the final part, he reviews the technical and legal judgements. www.heavyliftpfi.com September/October 2013 67 Why did this load tip over? – part 2 Picture 1: The transport combination shortly before it tipped over. Picture 2: The reactor lying by the road.

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Page 1: SPOTCHECKSAFETY Why did this load tip over? – part 2heavyliftspecialist.com/art/46Tip13.pdf · 2019-02-04 · Why did this load tip over? – part 2 Picture 1: The transport combination

SPOTCHECKSAFETY

To summarise the whole incidentunder investigation, party ‘A’ hadsubcontracted the transportation ofa 203-tonne reactor fromImmingham Docks, UK, to a

nearby refinery. The travelling distance wasonly 7.8 km, but a short distance from thedocks as the trailer negotiated a long curvewith a camber of 2.8°, the transportcombination tipped over and the reactorlanded in a ditch next to the road. The cost of the salvage operation and the

damage repair to the reactor were covered bythe transport insurance arranged at theclient’s request by party ‘A’, which claimedthat the cause of the accident was thenegligence of the trailer operator. Party ‘B’(the trailer operator) denied this claim. It took eight years to obtain a judgement

in March 2013. After presenting all theevidence at the High Court in London, thejudge rejected the allegations of party ‘B’ andfound it solely responsible for the accidentand its financial consequences.Prior to the accident, the project manager

of party ‘A’ had visited the transportcombination just before it entered a longcurve in the road (see picture 1) and where,approximately 200 m further on, it tippedover . He spoke with the transportsupervisor and asked whether everythingwas going fine. The supervisor of party ‘B’

trailer deck above the road surface at eachcorner. It proved that the trailer height at the

right and left rear end was 112 cm above theroad and at the front right side 108.5 cm andfront left side 110 cm. These measurements,as well as the pictures taken directly after theaccident, were presented in an officialaccident report. According to the police escort, which

drove behind the transport combination, thetrailer tilted slightly to the lower side of thecurve, tilted a bit more and suddenly thewhole combination tipped over. The lashingchains broke loose, the reactor landed in theditch at the lower side of the curve next tothe road and the trailer fell back on its tyreson the road. In the opinion of project manager ‘A’, the

tipping of the trailer was caused by notcompensating the trailer to a horizontal levelwhen negotiating the curve, which had a 2.8°camber. When project manager ‘A’ arrived atthe accident he had asked the operating crewwhere the spirit level was and they repliedthat they had left it in the driver’s cabin ofthe tractor unit as the road was in goodcondition. They had obviously misjudgedthe camber of this long curve.The opinions of the operating crew of

party ‘B’ were not as clear as the statementand accident report of project manager ‘A’.

acknowledged that the planned 7.6 kmjourney was proceeding to plan and theproject manager of party ‘A’ then left for therefinery to open the gate and prepare the sitefor the offloading of the reactor. After about 10 minutes, when the

transport combination did not show up, hedrove back 6 km along the planned routeand found the reactor lying on its back in aditch next to the road while the 12-axle linetrailer was still on the road and standing onits tyres (see pictures 2 and 3).

Accident scene

When the project manager arrived at theaccident scene, he immediately investigatedthe condition of the trailer for hydraulichose ruptures or other possible causes. Healso noticed that the trailer was standing atthe same camber as the road – and this wasrecorded by measuring the height of the

In part 1 of this article,published in the last issue ofHLPFI, safety expert RichardKrabbendam described thecause of an accident inAugust 1988 and the legalconsequences it had for theparties involved. In the finalpart, he reviews the technicaland legal judgements.

www.heavyliftpfi.com September/October 2013 67

Why did this loadtip over? – part 2

Picture 1: The transportcombination shortlybefore it tipped over.

Picture 2: The reactor lying by the road.

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SPOTCHECKSAFETY

The court caseDuring a three-day court case all witnessesand technical experts of party ‘A’ and party‘B’ were given the opportunity to state theircase. It soon became clear that if you end upin court, make sure you really have a caseand that you are very secure in yourunderstanding of what had really happened,as the lawyers of each party will keep askingquestions until they receive a satisfactoryanswer. The legal enquiry went back to the phase

when party ‘A’ had asked party ‘B’ to quotefor the transport job. To the advantage ofparty ‘A’, the lawyers had clearly asked whatkind of service had been required from party‘B’. They had even enclosed a transportationdrawing and preliminary planning schedulewith the enquiry. To the disadvantage of party ‘A’, the

company had quoted the job by means of ahandwritten fax with no conditions of workmentioned whatsoever in the document. Ithad enclosed a stability calculation for aseparate project load for which the companyhad quoted stating that it would prefer awider trailer configuration for the load, dueto critical stability. No remarks or questionshad been asked about stability and trailertype selection for the reactor, which hadobviously been accepted by party ‘B’. Party‘A’ had then confirmed the transport order toparty ‘B’.

Disadvantages of three-pointsuspensionl Smaller area of stability.l Less suitable for high CoG loads.

Advantages of four-pointsuspension

l Greater area of stability.l More suitable for high CoG loads.

Disadvantages of four-pointsuspension

l More difficult to control and thereforemore labour intensive.

l Higher risk of overloading axles andtrailer structure.

l Preferably used only on good roads asotherwise trailer ‘rocking’ can occur.

If we look at all the above points, theproject manager of party ‘A’ stated thatalthough a four-point suspension would bemore likely to overload the axles, he stillpreferred to use a four-point suspension, asopposed to a three-point suspension system,as the CoG of the load was in his opinionrather high. Therefore he selected the “bestoption of the worst” and instructed theoperators of party ‘B’ to set the trailer to afour-point suspension mode. It was the opinion of party ‘A’ that the

Choice of suspension systemDuring the court case, party ‘B’ keptinsisting that party ‘A’ had made a mistake bysetting the trailer on a four-point suspensionsystem and had therefore caused the trailerto tip as it could not be controlled.Party ‘A’ proved in court by means of a

scale model that a three-point suspensionsystem is less stable then a four-pointsuspension system. It can be compared witha table on three legs or four legs. If onecrosses with the centre of gravity (CoG)over one of the lines which connects the legsof the table, the table will tip over. A comparison of the advantages and

disadvantages of a three and four-pointsuspension system are summarised below:

Advantages of three-pointsuspension

l Easier operational control for levelling,which is therefore less labour intensive.

l It limits the risk of overloading the trailerspine beam and platform supports as wellas the risk of axle overload.

l It is less subject to dynamic effects as theload always rests on three points, thuseliminating ‘rocking’.

The diagram above shows a drawing ofthe symmetrical three-point suspensionsystem for the actual load in question.

September/October 2013 www.heavyliftpfi.com68

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Goldhofer products are the result of over 300 years of investment, development of new technologies, and perfection of our customer service. One thing is absolutely clear; Economy is ultimately a function of high resale value, long term durability, and safety. This is what we stand for and promise. Invest in your future. Goldhofer – The Original.

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Page 5: SPOTCHECKSAFETY Why did this load tip over? – part 2heavyliftspecialist.com/art/46Tip13.pdf · 2019-02-04 · Why did this load tip over? – part 2 Picture 1: The transport combination

SPOTCHECKSAFETY

issue has never been whether a three orfour-point suspension was right or wrong.The cause of the accident was that the traileroperators did not compensate the trailer anyfurther after it had stopped just before thecurve where the accident happened.Although one operator confirmed that thetrailer was compensated, the evidence, aswell as the statement of another operator ofparty ‘B’, proved that they did not furthercompensate the trailer after they started tonegotiate the curve.

It is important to prepare a detailedmanual of the works that need to beexecuted, outlining the scope of work, liftingand transport plans, stowage plans, stabilitycalculations and so on.Always ensure that if an accident occurs,

immediately see to it that injured personsreceive medical treatment and thereafterreport clearly in writing what has happened,illustrated with pictures if possible.

HLPFI

Please note, this article is intended forguidance only. Whilst every care has beentaken to ensure the accuracy of the contents,no responsibility will be accepted by thepublishers for any errors.

What have we learnt? Make sure that any orders for transport orerection work received are confirmed inwriting and that they clearly state theconditions under which the work will beexecuted. Furthermore, a checklist of critical points

should be made and checked beforetransport or erection work is executed andensure that these points are adhered to andthat clear instructions (in writing) are givento operating personnel.

www.heavyliftpfi.com September/October 2013 71

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Richard Krabbendam was a heavy lift specialistduring his whole working career, after which he formedKrabbendam Advisory Service. A Master of MechanicalEngineering from Delft University of Technology, he hasworked with BigLift and Mammoet, and was a co-founder ofITREC. He helped to set up Jumbo Offshore and was involvedin the development of its super heavy lift carrier fleet, the J-Class, which uses two 900-tonne mast cranes for subseainstallation works. Since his retirement from Jumbo he hasbeen working as a freelance trainer/engineering consultant.

Picture 3: After the accident the 12-axle line trailer was still on the road and standing on its tyres.

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Meeting All Kinds of Transport Needs

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