Partial crew incapacitation involving Cessna 172, VH-YXZ, 44 km south of Adelaide Airport, South Australia, 22 December 2019

Final report

Report release date: 25/03/2021

Safety summary

What happened

On 22 December 2019, the crew of a Cessna 172R aircraft, registered VH-YXZ and operated by Hartwig Air, was conducting aerial shark patrols. The aircraft departed Parafield, South Australia for the second flight of the day and flew along the coast to Goolwa Murray Mouth, returning along the same route.

About 2 hours into the flight, the crew started to experience symptoms typically associated with carbon monoxide (CO) poisoning, and subsequently observed a localised discolouration on the disposable CO chemical spot detector. The pilot notified air traffic control, who offered the pilot to land at Adelaide Airport. The pilot initially agreed, but as their symptoms resulted in confusion about the runways at Adelaide Airport, they subsequently decided to fly to Parafield, due to their familiarity with that airport.

The aircraft was landed safely and the three crew were taken to hospital for assessment. Blood tests confirmed all crew had mildly elevated carboxyhaemoglobin levels.

What the ATSB found

The ATSB found that, despite having only mildly elevated carboxyhaemoglobin levels, the crew’s physical symptoms and cognitive effects likely resulted from exposure to elevated CO levels in the aircraft cabin. The CO source within the aircraft could not be established. Further, the discrepancy between the low carboxyhaemoglobin levels and severity of experienced effects could not be resolved.

Safety message

Carbon monoxide is a colourless and odourless gas, and its presence may not be detected until the physical symptoms and cognitive effects are more developed. Therefore, operators and owners of piston‑engine aircraft are strongly encouraged to install a CO detector with an active warning to alert pilots to the presence of elevated levels of CO in the cabin. Should any smell or sensation of illness develop, pilots should check their CO detector, ensure cabin heat has been turned off, open all fresh air vents and windows, make prompt decisions to land as soon as possible, and use all available resources for assistance. Further information on CO poisoning and detectors can be found at the following:

Are you protected from carbon monoxide poisoning?

Carbon Monoxide: A Deadly Menace

 

The investigation

Decisions regarding whether to conduct an investigation, and the scope of an investigation, are based on many factors, including the level of safety benefit likely to be obtained from an investigation. For this occurrence, a limited-scope investigation was conducted in order to produce a short investigation report, and allow for greater industry awareness of findings that affect safety and potential learning opportunities.

The occurrence

On the morning of 22 December 2019, the crew of a Cessna 172R aircraft, registered VH-YXZ and operated by Hartwig Air, was being operated on an aerial shark patrol flight under visual flight rules.[1] The three crew on board included the pilot, a communications officer[2] and an observer.

The morning consisted of two flights, flying the same route along the coast. At about 1000 Central Daylight-saving Time,[3] the first flight departed Parafield Airport, South Australia, and proceeded along the coast to Goolwa Murray Mouth, before returning along the same route (Figure 1). This flight went for about 2.75 hours, which was longer than expected. This resulted in limited time for the crew to refuel the aircraft, conduct all the checks and ground runs, and have a lunch break prior to the second flight.

At about 1330, the aircraft departed Parafield Airport for the next flight. While overhead Sellicks Beach on the return leg, and about 2 hours into the flight, the communications officer became sick, followed shortly thereafter by the pilot. The crew discussed their sickness and dismissed it on the assumption that it was likely due to turbulence encountered while flying across the hills.

After passing Port Noarlunga, the pilot looked down and observed a localised discolouration on the disposable carbon monoxide (CO) chemical spot detector. The communications officer, sitting in the front right seat, verified the discolouration on the detector and all the crew confirmed they were feeling light-headed.

The crew immediately opened the windows and confirmed that the aircraft’s heating was turned off. The crew reported that, due to smoke haze in the area from the Cudlee Creek bushfire, they experienced no relief from this action and began to feel worse. The pilot noted losing periods of time, had begun to lose feeling in their legs, experienced chest pains, and had a tingling feeling in their hands.

The pilot contacted Adelaide air traffic control, notified the controller of potential CO poisoning and requested a clearance to fly direct to Parafield. The controller offered the pilot direct to Adelaide Airport for runway 30, to which the pilot initially agreed. The pilot then decided to fly to Parafield due to their familiarity with the airport, as their light-headedness had become worse and resulted in confusion about the runways at Adelaide.

The pilot continued to experience confusion for the rest of the flight, including with radio calls, however, the aircraft was landed safely at Parafield. The three crew were subsequently taken to hospital for a medical examination (refer to section titled Medical information).

Figure 1: Aircraft’s flight path (in white)

ao-2020-026-fig-1.png

Source: Google earth, annotated by the ATSB

Context

Medical information

Physical symptoms and cognitive effects experienced

The crew all reported experiencing nausea, headaches, fatigue and light headedness. Individually, the pilot experienced memory loss, confusion, a numbness/tingling sensation in their extremities, chest pains and mildly blurred vision. The observer reported experiencing chest pains, fatigue and breathlessness, while the communications officer reported vomiting.

The crew did not experience any eye irritations and did not detect a strong smoke smell while flying. They also did not identify a significant difference in the strength of the smoke odour while on the ground, compared with in the air. Both the communications officer and the observer did not recall a smoke odour on their clothing after the flight, however, the pilot recalled a slight odour on their shirt when they got home.

General health and fitness

With respect to their health and fitness, the crew reported that:

  • All crew felt well, were well-rested prior to the first flight, and were fit and healthy.
  • Both the pilot and the observer had a light breakfast. The communications officer could not recall if, or what they had for breakfast. The crew all had a light lunch prior to the second flight.
  • The crew were non-smokers, were not taking any medication, and did not have any pre‑existing conditions that could have contributed to the incident.
  • The communications officer reported being prone to motion sickness, particularly on an empty stomach.
  • The observer felt a bit more tired than usual after the first flight. The pilot felt okay after the first flight but recalled having a slight headache. The communications officer felt fine.
Dehydration

The crew reported drinking minimum amounts of water prior to the flight and only having small sips during the flight. Specifically, the pilot had some water before the flight and also sipped water during the flight. The observer had not drunk any water during the morning before the flight but took regular small sips during the flight. It was unknown if the communications officer had drunk any water prior to the flight.

In addition, the pilot and observer reported having not consumed any alcohol or drugs in the 24 hours leading up to the flight. The communications officer had a slight headache from drinking alcohol the night before but was fit to fly.

Dehydration is caused by excessive water loss. Causes include alcohol and caffeine consumption; and as both create a diuretic effect, working in the heat before flying and by not drinking enough water (Flight Safety Foundation, 2001). Symptoms of dehydration can include fatigue, nausea, elevated pulse and respiratory rate, headache, dizziness and confusion.

Medical examinations

Blood samples were taken approximately 3 hours after the crew’s initial physical symptoms and cognitive effects were detected. The results of these tests established that the crew had mildly elevated levels of carboxyhaemoglobin (COHb). Both the pilot and communications officer had levels of 1.2 per cent and the observer had 1 per cent. The crew declined the administration of oxygen while at hospital.

Carbon monoxide is an odourless, colourless and tasteless gas formed by the incomplete combustion of carbon-containing materials. When inhaled, it preferentially binds to haemoglobin, the oxygen carrying molecule in red blood cells. This creates COHb compounds and prevents oxygen from binding to the molecule and being transported, resulting in oxygen starvation.

According to Baselt (2014), normal endogenous levels of COHb are generally reported to fall within the range of 0.4-0.7 per cent. Smokers, and those living in an urban area, may have higher than average levels of COHb. Carbon monoxide has a half-life of 4-5 hours at sea level, meaning that the COHb will reduce to half its initial value within that time, after the source of CO has been removed. The CO half-life can be reduced to 80 minutes with the administration of pure oxygen.

The physical symptoms and cognitive effects of CO poisoning can worsen with an increasing level of COHb, however, different individuals’ reactions to a given COHb level can vary (Lacefield et al., 1982). Typically, COHb levels of 10-20 per cent can result in symptoms of a mild headache. Levels of 20-40 per cent can result in increasing severity of headaches, irritability, mental changes, fatigue, weakness, nausea, dizziness, visual problems and confusion (Knobeloch & Jackson, 1999; Lacefield et al., 1982). Though physical symptoms do not generally show at levels below 10 per cent, researchers have found that a person’s ability to perform complex tasks can be adversely affected at levels of 10 per cent or less (Baselt, 2014). It has also been found that the effects of CO can begin to show with the deterioration of psychomotor function at COHb levels of about 3 per cent (Hawkins, 1993).

Given the half-life of CO and elapsed time since the symptoms and effects were first detected, it was likely that the crew’s COHb levels were a maximum of approximately 2 per cent. For the crew to have obtained a saturation level of 2 per cent COHb, according to Baselt (2014), they would have been exposed to 200 parts per million (ppm)[3] for about 2 hours, not taking into account the break between flights. The maximum exposure level, as recommended by Safe Work Australia, is 30 ppm over an 8-hour period.

Aircraft maintenance

A new engine was installed on the aircraft 10 days prior to the incident. An inspection was conducted during this process and no faults were found that would relate to a possible exhaust leak.

Immediately after the incident, an inspection was carried out on the aircraft, focusing on the exhaust system and airframe, including the firewall and door seals. No faults or exhaust gas leaks were found. The aircraft was not tested for CO leaks prior to the inspection. However, there were no reports or maintenance release entries made prior to the incident that indicated a possible exhaust leak. Further, the pilot who operated the aircraft the day before the incident reported not feeling any adverse health effects during the flight.

After the inspection, ground runs were conducted with a digital CO detector in the aircraft cabin. No indications of CO were found during the ground runs or during a subsequent check flight.

Environmental conditions

Bureau of Meteorology

The Bureau of Meteorology 1-minute observation data at Adelaide Airport, indicated the surface wind was variable, blowing to the south-west with wind speeds between 5-13 kt, and the temperature was 24 °C.

On the day of the incident, a bushfire was burning at Cudlee Creek, 16 km south-east from Parafield Airport and 40 km from the coast. The fire had grown to 25,000 hectares in size. There were also two small fires burning on Kangaroo Island to the south-west of Adelaide. However, given the wind conditions on the day, it was unlikely that these fires would have contributed to the smoke haze in Adelaide.

Throughout the flight, the crew reported the visibility was approximately 6 km due to smoke haze from the bushfire and that this remained constant. The visibility in the routine aerodrome weather report[4] for Adelaide and Parafield were recorded as CAVOK[5] and above 10 km respectively, throughout the day. The Adelaide Airport automatic terminal information service [6] reported smoke haze to the north-east of the airport.

The South Australian Environment Protection Authority recorded CO levels in the Adelaide central business district at ground level of 0.46 ppm at 1500. The average was 0.29 ppm from 1000 to 1600.

Bushfire smoke

The ATSB engaged the Commonwealth Scientific and Industrial Research Organisation (CSIRO) Climate Science Centre who were conducting research into the effects of bushfire smoke on firefighters. CSIRO reported that CO disperses in the air and high CO concentrations of about 400 ppm are generally correlated with low visibility of only a few metres. They noted that, to have CO poisoning with the effects the crew reported after 3 hours, the crew would have been exposed to very high levels. They also advised that, given the distance to the fire and the fact that there was no strong smell of smoke experienced by the crew, the CO concentrations in the plume would not have been elevated enough to cause adverse health effects.

The ATSB also engaged the South Australian Country Fire Service to determine if any of their aircrew had experienced similar symptoms while conducting aerial firefighting on the day of the incident. They reported that none of their aircrew had experienced any CO effects during this fire or during any other fires in the past.

The possibility of other toxins in the bushfire smoke that may have potentially led to the crew’s partial incapacitation were also considered. CSIRO advised that typically, if the concentrations were high enough to cause adverse health effects, one of the main symptoms would be irritation in the eyes and throat. The crew did not report any irritations nor a strong smoke smell, therefore, it was unlikely that other toxins in the smoke led to their symptoms.

Carbon monoxide detector

The aircraft was fitted with an Aviation Supplies and Academics disposable CO chemical spot detector, attached to the centre of the instrument panel. The detector consisted of an orange‑coloured circle (spot) in the middle of the card, which was designed to change colour to grey/black following a chemical reaction with CO in the immediate vicinity. The spot then returns to normal (orange) after it has been exposed to fresh air. The chemical reaction depends on the concentration of CO in the air and the time of exposure. This detector was designed to react to a minimum of 50 ppm of CO within 30 minutes, 100 ppm within 10 minutes and 200 ppm within 4 minutes.

A limitation of this type of detector is that it does not actively alert the pilot to the presence of CO. Therefore, its effectiveness relies on the pilot regularly monitoring the detector throughout the flight. It is also dependent on the detector being easily visible and accessible, in a well-lit position. In a low ambient light environment, the discolouration of the chemical spot, from orange to a grey/black colour, can be difficult to see. 

Similar occurrences

ATSB investigation (AO-2017-118)

On 31 December 2017, the pilot and five passengers of a de Havilland Canada DHC-2 floatplane, registered VH-NOO, boarded the aircraft for a charter flight from Cottage Point to Rose Bay, New South Wales. The aircraft taxied for about 7 minutes. Shortly after take-off, the aircraft deviated from the standard flight path, stopped climbing, and entered a confined area (Jerusalem Bay) below the height of the terrain. The aircraft continued along the bay before making a very steep right turn and colliding with the water. All on board were fatally injured and the aircraft destroyed.

Toxicology results identified that the pilot and passengers had higher than normal levels of COHb in their blood. This was almost certainly due to elevated levels of CO in the aircraft cabin. The ATSB’s wreckage examination established that several pre-existing cracks in the exhaust collector ring, very likely released exhaust gas into the engine/accessory bay. This then very likely entered the cabin through holes in the main firewall where three bolts were missing from the magneto access panels.

ATSB investigation (AO-2020-055)

On 23 September 2020, the pilot of a Piper PA-28 aircraft, registered VH-TBB, departed Moree, New South Wales on a private ferry flight to Tamworth. Shortly after take-off, the pilot started to experience dizziness, breathlessness, and a warm feeling in the chest. The pilot conducted a visual scan and observed a discolouration on the disposable CO chemical spot detector that was gradually getting darker. The pilot opened the air vents and storm window and returned to Moree. The investigation is ongoing.

National Transportation Safety Board investigation (CEN17LA101)

On 2 February 2017, shortly after take-off, the pilot of a Mooney M20C aircraft became incapacitated. The aircraft continued flying until running out of fuel and then collided with terrain near Ellendale, Minnesota, United States. The pilot survived the accident but had no recollection of events between becoming incapacitated and waking up on the ground. The National Transportation Safety Board investigated the accident and concluded that the pilot’s incapacitation was due to CO poisoning.

The pilot reported using the aircraft’s heater throughout the day and having a headache and experiencing ‘butterflies’ in their stomach by the end of the first flight. The symptoms subsided after the first flight but returned after landing on the second flight. The symptoms were still present on the third flight and the last event the pilot remembered was being cleared to climb to 6,000 ft by air traffic control.

A post-accident inspection revealed several cracks in the exhaust muffler. The pilot’s COHb level, taken 4.5 hours after the accident, was 13.8 per cent. However, given the half-life of CO, the pilot’s level would have been at least 28 per cent at the time of the accident. In response to the experience, the pilot stated that:

Current technology has made portable CO detection very accurate and expensive. A high-resolution detector would have not only prevented this accident flight but may have alerted me to a comprimise [compromise] in my exhaust system many flight hours before the incedent [incident].

Analysis

Partial crew incapacitation

The observed physical symptoms reported by the crew were consistent with CO poisoning. This was supported by their blood tests, which established that they had mildly elevated levels of COHb adjusted to 2 per cent, and the positive indication on the CO detector in the aircraft’s cabin. Although, the extent of these symptoms was inconsistent with the literature and would generally be associated with COHb levels between 20-40 per cent. However, research has shown that adverse effects on cognitive functions can occur as low as 3 per cent and different individuals’ reactions to a given COHb level can vary.

While it was noted that a level of dehydration and possible motion sickness may have exacerbated the crew’s symptoms, this would not account for the elevated COHb levels.

Source of carbon monoxide

The ATSB considered the likely sources of CO, including cigarette smoke, bushfire smoke, and the aircraft. None of the crew were smokers and the reported visibility throughout the day indicated a relatively modest amount of smoke pollution. Further, as high concentrations of CO in bushfire smoke are generally associated with low visibility of only a few metres, it was unlikely that the smoke haze observed by the crew was sufficient to result in adverse health effects. This was consistent with the low CO levels recorded in Adelaide.

Therefore, the most likely source of CO was from the aircraft. There were no indications of a potential exhaust leak prior to the flight and the post-flight testing found no fault with the aircraft. Although it was possible that, by disassembling the aircraft prior to testing, an existing problem was masked. However, despite the unresolved inconsistency with measured CO levels and in the absence of other sources, it was likely that the crew were exposed to elevated levels of CO in the aircraft cabin. Therefore, it was likely that the crew’s symptoms were associated with CO poisoning.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors. 

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the partial incapacitation of the crew involving a Cessna 172R, registered VH-YXZ that occurred 44 km south of Adelaide Airport, South Australia on 22 December 2019.

Contributing factors

  • It was likely that the flight crew were exposed to elevated levels of carbon monoxide in the aircraft cabin, which likely contributed to them experiencing mild incapacitating symptoms and effects.

Other findings

  • The source of the carbon monoxide could not be determined.

Safety actions

Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. All of the directly involved parties are invited to provide submissions to this draft report. As part of that process, each organisation is asked to communicate what safety actions, if any, they have carried out to reduce the risk associated with this type of occurrences in the future. The ATSB has so far been advised of the following proactive safety action in response to this occurrence.

Carbon monoxide education

As a result of this incident, the operator has advised the ATSB that they will:

  • Install additional CO detectors in all aircraft, in both the cockpit and in the back of the cabin.
  • Brief all pilots on the effects of CO poisoning, using the audio of the incident pilot’s radio calls to help demonstrate these effects.
  • Instruct pilots to monitor both the instrument panel-mounted CO detector and the domestic electronic detector, with the instruction to land as soon as possible should the presence of CO be detected,
  • Adjust the rosters to ensure that shark patrol flights were split into two shifts and separated by a few hours to assist in the dissipation of any CO that may have started to accumulate in the flight crew’s bodies.

Sources and submissions

Sources of information

The sources of information during the investigation included:

  • the crew
  • Hartwig Air
  • Gulfstream Aviation (aircraft maintainer)
  • Commonwealth Scientific and Industrial Research Organisation (CSIRO)
  • South Australian Country Fire Service.

References

Baselt, R.C. (2014). Disposition of Toxic Drugs and Chemicals in Man (10th ed.). Seal Beach: Biomedical Publications.

Flight Safety Foundation. (2001). Dehydration Presents Unique Risks for Pilots. Human Factors and Aviation Medicine, 48(4):1-6. Retrieved from https://flightsafety.org/hf/hf_jul-aug01.pdf

Hawkins, F. H. (1993). Human Factors in Flight (2nd ed.). Aldershot, England: Ashgate Publishing.

Knobeloch, L & Jackson, R. (1999). Recognition of Chronic Carbon Monoxide Poisoning. Wisconsin Medical Journal, 98(6):26-9. Retrieved from https://www.researchgate.net/publication/12696822_Recognition_of_chronic_carbon_monoxide_poisoning

Lacefield, D. J., Roberts, P. A., & Grape, P. M. (1982). Carbon monoxide in-flight incapacitation: An occasional toxic problem in aviation (FAA-AM-82-15). Oklahoma City, Oklahoma: Federal Aviation Administration.

Safe Work Australia. (n.d.). Exposure Standard Documentation: Carbon monoxide. Retrieved from http://hcis.safeworkaustralia.gov.au/ExposureStandards/Document?exposureStandardID=111

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • the crew
  • Hartwig Air
  • Gulfstream Aviation.

Submissions were received from:

  • the crew.

The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information 

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2021

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Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

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  1. Visual flight rules: a set of regulations that permit a pilot to operate an aircraft only in weather conditions generally clear enough to allow the pilot to see where the aircraft is going.
  2. The communications officer’s role was to contact the police in the event a shark was spotted.
  3. The concentration of CO in the air is represented as parts per million.
  4. METAR: a routine aerodrome weather report issued at routine times, hourly or half-hourly.
  5. CAVOK ceiling and visibility okay: visibility, cloud and present weather are better than prescribed conditions. For an aerodrome weather report, those conditions are visibility 10 km or more, no significant cloud below 5,000 ft, no cumulonimbus cloud and no other significant weather.
  6. Automatic terminal information service (ATIS): continuous broadcast of recorded aeronautical information. ATIS broadcasts contain essential information, such as current weather information, active runways, available approaches, and any other information required by flight crew.

Occurrence summary

Investigation number AO-2020-026
Occurrence date 22/12/2019
Location 44 km south Adelaide Airport (Sellicks Beach)
State South Australia
Report release date 25/03/2021
Report status Final
Investigation level Short
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Aviation
Aviation occurrence category Flight crew incapacitation
Occurrence class Serious Incident
Highest injury level None

Aircraft details

Manufacturer Cessna Aircraft Company
Model 172R
Registration VH-YXZ
Serial number 17280885
Aircraft operator Bruce Hartwig Flying School
Sector Piston
Operation type Aerial Work
Departure point Parafield Airport, South Australia
Destination Parafield Airport, South Australia
Damage Nil

Aircraft loading and in-flight controllability issue involving Fairchild SA227, VH-HPE, Rockhampton Airport, Queensland, on 11 May 2020

Final report

Report release date: 09/12/2021

Safety summary

What happened

On 11 May 2020, a Fairchild SA227-DC Metro 23 (Metro) aircraft, registered VH-HPE and operated by Toll Aviation, was being loaded for its scheduled freight service from Townsville to Rockhampton then Brisbane, Queensland. The pilot was the only person on board.

The pilot completed a load and trim sheet, which indicated that the planned load was not within the allowable centre of gravity limits. It was agreed that 126 kg of freight would be moved from compartment three to the nose compartment. The revised load and trim sheet indicated the centre of gravity to be within the limits. During the flight to Rockhampton, the pilot observed that the aircraft felt tail heavy, but did not experience any controllability issues.

Due to the concern of an aft centre of gravity, the additional freight loaded at Rockhampton was limited, which was still within the calculated allowable centre of gravity limits. On take-off from Rockhampton, the pilot reported that the aircraft had a strong pitch-up tendency and that strong forward pressure on the flight controls was required to maintain the correct pitch attitude. During the cruise, the autopilot would not consistently maintain level flight. The pilot disconnected the autopilot and with full nose-down trim applied, the pilot had to maintain forward pressure to control the pitch attitude of the aircraft. The aircraft continued to Brisbane and the pilot reported that no problems were experienced during the approach and landing.

What the ATSB found

The ATSB found that, the ground handlers at Townsville did not accurately weigh the freight relocated into the nose compartment, but rather, it was estimated by feel. This resulted in an inaccurate load and trim sheet, and the centre of gravity being further aft than expected. Therefore, when additional freight was loaded in Rockhampton, this unknowingly moved the centre of gravity beyond the rear limit, leading to the pitch-up tendency experienced by the pilot.

Although not contributory, the operator’s paper-based load planning tool used by ground handlers for the Metro did not account for the centre of gravity position. Rather, this was later determined by the pilot on the load and trim sheet, which was potentially completed after loading had commenced. This increased the chance of freight having to be relocated and the potential for loading errors to occur.

It was also identified that the operator’s ground handling manual did not contain sufficient procedural detail to facilitate the accurate redistribution of freight. In particular, there was no guidance on conducting last-minute changes or taking into account the centre of gravity when preparing a load plan to ensure that an aircraft would be correctly loaded.

What has been done as a result

Following the incident, the operator amended their ground handling processes and included increased direction to ensure that freight would be accurately redistributed in the event of a last-minute change. The operator has since relinquished their Civil Aviation Safety Authority’s Air Operator’s Certificate and divested their flying operations to another operator. The new Metro aircraft operator also considered the findings of this investigation, reviewed their ground handling manual and incorporated amendments to ensure that an aircraft would be correctly loaded.

Safety message

This incident demonstrates the critical nature of load control and the requirement to ensure an aircraft is correctly loaded and the centre of gravity is within the allowable limits. It also emphasises the importance of providing ground handlers with sufficient and detailed procedures to allow them to accurately conduct load control duties and minimise the potential for error.

 

The occurrence

Townsville–Rockhampton

On 11 May 2020, a Fairchild SA227-DC Metro 23 (Metro) aircraft, registered VH-HPE and operated by Toll Aviation, was being loaded for its scheduled freight service from Townsville to Rockhampton then Brisbane, Queensland. The pilot was the only person on board.

The pilot signed on for duty at 1700 Eastern Standard Time[1] and shortly after commenced pre‑flight preparations of the aircraft. The loading process had already commenced by that time and was about half complete when the ground handlers provided the load plan to the pilot.

The pilot then completed a load and trim sheet and ascertained that the planned load was aft of the rear centre of gravity limit. The pilot advised the ground handlers that the load was too heavy in compartment (zone) three and that some of that freight be moved to the nose compartment.

A team of four ground handlers were loading the aircraft, none of which were designated as a supervisor. One ground handler suggested to the pilot that 126 kg could be moved from compartment three into the nose compartment, leaving 300 kg in zone three. The pilot agreed, provided this could be achieved, having noted that the nose compartment was much smaller than the remaining compartments in both size and weight limit (Figure 1).

The ground handler contacted their supervisor who was at the freight depot. The supervisor had completed and signed the load plan, and advised the ground handler to carry out the pilot’s request to move the load. The ground handler commenced loading freight into the nose compartment. The ground handler recalled that ‘the nose is small in space’ and that it will ‘only fit a certain amount of things in there’, so only loaded as many bags as they could, filling the nose to volume capacity. This freight was not weighed, but rather, estimated by feel as there were no scales available at the aircraft. The ground handler explained that the load change took place at about 1745 and that the aircraft was scheduled to depart at 1800.

The pilot asked the ground handler if the freight had been moved as requested and the ground handler confirmed it had been. Believing that the load distribution was correct as amended from the original plan, the pilot completed a new load and trim sheet, which indicated the centre of gravity to be within the limits.

Shortly after, the aircraft departed Townsville. During the flight to Rockhampton, the pilot indicated that the aircraft felt tail heavy, but did not experience any controllability issues.

Figure 1: VH-HPE freight compartment configuration and weight limits

picture1-ao-2020-027.png

Source: Toll Aviation, modified by the ATSB

Rockhampton–Brisbane

On arrival in Rockhampton, the pilot discussed the load with ground handlers. The ground handlers had already reviewed the load plan from Townsville and were aware that the aircraft was relatively heavy. As a result, they had transferred most of the freight to another carrier for transport.

The ground handler at Rockhampton noticed that the aircraft appeared to be sitting ‘tail heavy’, and due to the pilot’s concern regarding an aft centre of gravity, the aircraft was only loaded with 111 kg in compartment three and 3 kg in compartment five. While the pilot believed the aircraft could still be loaded with more, they both agreed to minimise additional load.

On take-off from Rockhampton, the pilot reported the aircraft had a strong pitch-up tendency and rotated without input. The pilot had to apply strong forward pressure on the flight controls to maintain the correct pitch attitude and the pressure required to do so increased with altitude. Concerned with maintaining sufficient air density[2] to maintain control effectiveness, the pilot reduced the planned cruising altitude to flight level (FL)[3] 130.

After establishing the aircraft in the cruise, the pilot observed that the autopilot would not consistently maintain level flight. The aircraft would ‘porpoise’ as the autopilot tried to correct the pitch-up tendency. The pilot disconnected the autopilot from controlling the pitch of the aircraft, keeping it in GPS steer mode (lateral guidance only). Full nose-down trim had already been applied and the pilot then manually controlled the pitch attitude of the aircraft.

The pilot found that constant application of forward pressure was required, though noted that the force needed was ‘only a couple of kilograms’. The pilot did not observe any other controllability issues and was satisfied that control of the aircraft could be maintained.

The aircraft continued to Brisbane and the pilot reported that no problems were experienced during the approach and landing. The pilot had contacted operations prior to arrival, explained their observations regarding pitch control, and was met on the ground by maintenance engineers.

__________

  1. Eastern Standard Time (EST): Coordinated Universal Time (UTC) + 11.0 hours.
  2. As altitude increases, air density decreases, which results in less air passing over the flight control surfaces reducing their ability to effect aircraft movement and therefore control.
  3. Flight level: at altitudes above 10,000 ft in Australia, an aircraft’s height above mean sea level is referred to as a flight level (FL). FL 130 equates to 13,000 ft. 

Context

Personnel information

Pilot

The pilot held a valid Commercial Pilot Licence (Aeroplane) and multi-engine command instrument rating. The pilot had over 3,000 hours in total, with about 2,500 hours in command and about 700 hours on the Metro 23 aircraft. The majority of their flying experience was in overnight freight (single pilot operations). The pilot had been flying for Toll Aviation (Toll) for about 1 year.

Ground handler 1 (Townsville)

Ground handler 1 had been a Toll employee for a combined total of 11 years. In addition to ground handling duties, they conducted other freight related duties including deliveries via motor vehicle.

Ground handler 2 (Townsville)

Ground handler 2 had been a Toll employee for almost 10 years in a variety of roles with the last six in operational roles. Their current position was supervisory in nature and oversaw freight related duties. Mostly located in the depot, they did not normally carry out actual loading duties, but were responsible for the preparation of, and signing of load plans.

Ground handler 3 (Rockhampton)

Ground handler 3 had 13 years at Toll and was in a supervisory role similar to ground handler 2. They had about 10 years’ experience with loading the Fairchild SA227 (Metro) aircraft, and often carried out both load planning and actual loading tasks.

Organisational information

Toll Aviation was part of the Toll group of companies and provided air freight capability to Toll Express Parcels. Toll Express Parcels provided ground handling services to Toll Aviation at some of its ports but was not a full-time aviation ground handling organisation. Ground handling in Townsville and Rockhampton was undertaken by Toll Express Parcels, but Brisbane was handled by Toll Aviation.

Ground handling staff explained that they were a mix of Toll employees and contract delivery drivers who were trained in aviation ground handling duties. When not conducting aircraft related duties, the ground handlers undertook road deliveries/pickup.

Aircraft information

VH-HPE was a Fairchild SA227-DC Metro 23, twin turboprop engine regional aircraft, which had been configured for freight operations. Freight could be loaded into the nose compartment, or the main fuselage compartment, which had been divided into five zones (compartments) (Figure 1). The zones had a webbing style net for segregation of freight between compartments. Heavy, bulkier freight could be physically restrained to the compartment floor.

Table 1: VH-HPE aircraft weight limits

Weight limitlbkg
Maximum ramp weight16,5667,530
Maximum take-off weight16,5007,485
Maximum landing weight15,6757,110
Maximum zero fuel weight14,5006,580

An aircraft must be operated within prescribed weight and balance limits. That is, it should not be loaded above the maximum weight limitations (Table 1) and the position of the aircraft load (fuel, passengers, cargo etc.) should be such that the centre of gravity is within lateral and longitudinal limits (balance). Maintaining this balance is critical to stable, controllable flight. A pilot is to use the approved loading system for the aircraft to ensure that the weight and balance is within the approved envelope, either manually (graphical) or electronically.

The approved loading system for the Metro operated by Toll utilised a graphical method (load and trim sheet) for determining the centre of gravity position. The pilot was required to complete the load and trim sheet once all the weight information (freight, fuel, passengers) had been obtained. Freight loads were provided on the load plan (Appendix A). The operator had a load and trim sheet that was specific to VH-HPE (Appendix B).

The load and trim sheet considered weight and position when graphically determining centre of gravity. Load placed closer to the front (nose compartment) or rear (compartment five) of the aircraft would have greater effect on centre of gravity than load placed near the middle of the aircraft (compartment two). Load placed in compartment two had negligible effect on the aircraft’s centre of gravity. Load placed in the nose compartment and in compartment one shifted the centre of gravity towards the front of the aircraft. Load placed in compartments three­­‑five shifted the centre of gravity towards the rear of the aircraft.

Post-incident inspection/actions

Freight reweighed

Following arrival in Brisbane, the pilot discussed the incident with the maintenance engineers. This resulted in the freight being reweighed as it was unloaded from the aircraft. When compared to the load plan used to complete the load and trim sheet, there was a significant difference in the weight distribution. Notably, only 65 kg was in the nose compartment and an extra 64 kg was in compartment three. All other compartments had more weight than planned. However, the individual compartment weights were not exceeded. The planned and actual weights are shown in Table 2, representing the load for the flight from Rockhampton to Brisbane.

The pilot subsequently completed a new load and trim sheet using the actual weights and the centre of gravity was found to be aft of the rear limit (outside of the limits) (Appendix C).

Table 2: Aircraft load (reweighed) for Rockhampton to Brisbane

CompartmentLoad plan (kg)Actual weights (kg)Weight difference (kg)
Nose12665-61
1527545+18
2582606+24
3411475+64
4219225+6
590103+13

The weight of the additional freight loaded at Rockhampton was subtracted to determine the actual weight and distribution of freight for the flight from Townsville to Rockhampton. The actual weights did not correspond to the load plan but did not exceed individual compartment limits. Table 3 shows the weights on the original load plan during aircraft loading and the revised plan after moving some freight from compartment three to the nose compartment, compared with the actual weights.

A load and trim sheet with the actual weights determined that the load from Townsville was still within limits but the centre of gravity was much further aft than originally calculated. The recalculated load and trim sheet also revealed that the aircraft departed Townsville about 6 kg above its maximum take-off weight (Appendix D). A lower fuel load on departure from Rockhampton meant that the aircraft was within the take-off weight limits. However, the additional freight loaded in Rockhampton shifted the centre of gravity position beyond the rear limit.

Table 3: Aircraft load for Townsville to Rockhampton

CompartmentOriginal load plan (kg)Revised load plan (kg)Actual weights (kg)
Nose012665
1527527545
2582582606
3426300364
4219219225
58787100

Scales at Townsville

The operator’s internal investigation report stated that the scales used in Townsville were calibrated on 27 June 2019 and were due to be recalibrated in June 2020. They also verified that these scales were reporting an accurate weight.

Flight controls inspections

To confirm the serviceability of, and their potential to have contributed to the pitch control issues, the operator replaced the pitch servo and pitch flight guidance computer. Maintenance logs showed that replacement parts were fitted and tested serviceable. There was no evidence to suggest the components were malfunctioning or contributory.

Aircraft loading process

Townsville

On the day of the incident, items for air freight began arriving at the depot around 1600 and aircraft load preparations commenced at that time. Individual freight items were weighed with smaller envelope style parcels placed in consolidation bags, to a limit of 14 kg per bag. As each item was weighed, it was allocated to an aircraft compartment. The Townsville supervisor reported that, compartment allocation was based on the size or volume of the freight item and the experience of the ground handler to get an even distribution of freight. The supervisor said it was normal to prioritise freight to compartments one and two (toward the front of aircraft), to enable later ports to add freight to the rear.

Each aircraft compartment had its own ‘barrow’ (or area in a truck) to ensure segregation and facilitation of loading onto the aircraft. All weights were written on a load sheet, which upon completion, was presented to the supervisor.

Normally, consigned items already had a weight annotated on them. However, if found to be different when weighed prior to compartment allocation, it did not appear that these items were annotated with their correct weight. Consolidation bags did not have total weights annotated on the bag, nor was there a requirement to do so.

The supervisor stated that the load was driven to the aircraft as soon as preparations had completed.

Despite not taking part in the load preparation, the supervisor completed and signed the load plan in addition to other freight paperwork. The supervisor explained that the paperwork was then delivered to the pilot by one of their staff who was not on the load team. The supervisor stated they did not have an opportunity to verify if the load matched the plan or make changes prior to the load being delivered to the aircraft. They then forwarded a copy of the load plan to the Rockhampton supervisor to enable them to begin their load preparations.

The ground handler contacted the supervisor and was advised to amend the load as directed by the pilot.

The supervisor indicated that, on this particular night the freight allocation was much bigger than normal. Further, in general, it was a rare occasion in which the pilot requested freight to be moved once the load plan had been completed.

Rockhampton

The load process at Rockhampton was described as being similar to Townsville. Due to Rockhampton being a smaller depot, a distinct difference was the supervisor being more involved in the loading process and physically participated in all aspects. The supervisor at Rockhampton also stated that it was a rare occasion for a pilot to request changes to the load plan.

Load control policy and procedures

The operator’s load control policy and procedures were contained in numerous manuals within their operations manual suite. These are described in the following sections.

Flight operations

The flight operations manual stated that:

Responsibility for load control of Toll Aviation aircraft lies with the Pilot-in-Command for the particular flight.

The Pilot-in-Command shall ensure that a load sheet is completed prior to departure of the aircraft on each stage of every flight.

The Pilot-in-Command will advise Toll Aviation Operations or the Supervisor/Load Controller of the maximum payload for the particular flight as this will allow loading to commence. During the loading and unloading of freight on company aircraft, the Pilot-in-Command shall monitor the operation and location of loading vehicles and equipment by ground handling staff to ensure the aircraft is not damaged.

The Pilot-in-Command may delegate this duty to a person identified as an employee to a client freight organisation, trained in loading procedures for the aircraft.

Before each flight, the Pilot-in-Command shall ensure that the aeroplane is loaded within the prescribed centre of gravity limits as determined by the current approved loading system specified in the AFM for that aircraft.

As stated above, the pilot was ultimately responsible for load control, despite not physically undertaking load duties. Ground handlers carried out the bulk of load control duties on behalf of the pilot.

The pilot reported that it was not possible to physically confirm the load was accurate (for example, confirming correct weights). Similarly, although present at the aircraft for part of the loading, the pilot was not able to closely supervise the process. As these tasks were delegated to ground handlers, the pilot relied on the ground handlers providing an accurate load plan, so the pilot could complete the load and trim sheet and fulfil their requirement to ensure the aircraft was loaded within the prescribed centre of gravity limits.

Ground handling operations

The operator’s ground handling manual (GHM) covered the requirements for all organisations conducting ground handling for Toll Aviation. Section 2.4.4 was titled Ready reference and stated:

This manual is intended for use by Toll Aviation employees, contractors, freight forwarders and ground handlers involved in any way with the air transport process and specifically in relation to acceptance, handling, loading, carriage or consignment of cargo on Toll Aviation aircraft.

The ATSB’s review of the load control aspect of the GHM identified that it was focused on policy and procedural inclusions that were primarily related to load plan preparation. There was no other document or manual containing procedures or work instructions relating to load control.

Allocation of responsibilities

The GHM indicated that responsibility for load control was assigned to the pilot in command, reiterating the requirements of the flight operations manuals as:

2-4-6 Pilot-in-Command

…the Pilot-in-Command shall at all times:

     b.   take all reasonable steps to ensure that the:

1. load is properly distributed and safely secured

2. aircraft weight and balance is within the calculated limits for the operating conditions.

3-1-2 Pilot-in-Command responsibilities

Responsibility for Load Control of Toll Aviation aircraft lies with the Pilot-in-Command for the particular flight.

The Pilot-in-Command shall ensure that:

a. a Load and Trim Sheet is completed prior to departure of the aircraft for each stage of every flight

3-1-24 Pilot-in-Command approval

Prior to departure, a completed Loading Plan signed by the person responsible for loading the aircraft shall be provided to and shall be approved by the Pilot-in-Command

The GHM did not specify a similar assignment of responsibility for ground handlers undertaking load duties.

Supervision

The GHM did not specify a requirement for a supervisor to be included in the load team and none of the ground handlers in the load team at Townsville were assigned as a supervisor. The supervisor at Townsville said that, as the supervisor for all depot operations, they were not always able to attend the aircraft. Furthermore, there was not a leading hand position or similar that was part of the load team.

Weighing freight

The GHM directed that:

All freight loaded at any port shall be weighed and the weight shall be measured in kilograms to the nearest kilo using calibrated scales.

Ground handlers at both Townsville and Rockhampton confirmed that, upon arrival at the depot, all freight items were weighed. However, once weighed, items were not annotated with their verified weight, nor was there a requirement to do so.

Load plan preparation

The GHM included procedures for the preparation of a load plan and a generic load plan procedure.

3-1-22 Preparing the Loading Plan

The Departure Port Supervisor/Responsible person or PIC [pilot in command] shall be responsible for preparing the Loading Plan. He/she shall:

a.  obtain the maximum payload figure from the Pilot-in-Command

b.  using the excel Loading Plan spreadsheet, freight is allocated to particular zones on the aircraft (taking into account the maximum weight for floor loading limits for the zone). This information is then transferred to a Loading Plan form.

c.  complete Loading Plan on the day departure including information at the end of the Loading Plan, REGO = Aircraft Rego, FROM = departing port, TO = NEXT port aircraft will land, DATE = Date of departure, Loaders name = Person responsible for completing Loading Plan on day of departure, Signature = of person responsible for Loading Plan

d.  provide a copy of the Loading Plan to the Loader

e.  transmit a copy of the Loading Plan to the Supervisor/responsible person at each transit port.

The load plan tool used by the operator for the Metro was a manual, paper-based tool. A diagram of each aircraft and their compartment layouts were annotated with the applicable weight limits. This tool did not account for how the position of freight may affect the resultant centre of gravity (Appendix A).

Load and trim sheet

The subsequent completion of the load and trim sheet was the only means to calculate the centre of gravity position. This was the responsibility of the pilot, since ground handlers were not required to undertake this task. To complete the load and trim sheet, the pilot was wholly reliant on the information provided on the load plan by ground handlers.

Freight loading and last-minute changes

The GHM did not provide guidance on how to distribute freight across the aircraft compartments. As previously discussed, the distribution of freight was highly dependent on the experience of the ground handler conducting the task. According to the pilot and the ground handlers, it appeared that, in most cases, the planned allocation rarely required changes to be made and the load plan was usually within the centre of gravity limits. The redistribution of freight requested by the pilot was considered a last-minute change (LMC). The GHM only referred to LMCs as follows:

Any last-minute change to the freight load shall be approved by the Pilot-in-Command

The operator stated that this scenario was trained for, and that in a situation like the incident, freight was to be returned to the depot to be reweighed before loading. This was not documented in any manual, nor was it included in the training presentations. Further, ground handlers were not able to weigh the freight at the aircraft as scales were not available to the load team at the aircraft.

Ground handler 1 at Townsville inferred that, if 10-20 kg needed to be moved then estimating the weight by feel would be sufficient. However, if 150 kg needed to be moved, this would require taking freight back to the depot to reweigh. The ground handler could not explain why the 126 kg LMC for this incident was any different.

Ground handler 3 at Rockhampton explained that, if freight needed to be moved, they would attempt to move an entire compartment allocation (a known weight) or only move items that had weights annotated. Although not explicitly stated, the ground handler inferred that, if either of those options were not feasible, then they would return to the depot to reweigh the freight.

A procedure or explanation regarding a LMC was not detailed in the GHM. However, ground handlers appeared to have been provided some training/guidance for handling an LMC. The operator advised that, returning to the depot to reweigh freight was taught but conceded this was not documented anywhere.

Ground handling training

The operator’s ground training program included several presentations covering all aspects of load control. This was supplemented by practical instruction and formal assessment. Recurrent training was required every 24 months.

Module 3 of the training covered load control and discussed its critical nature. It emphasised the requirement for accurate loading of the aircraft and that the pilot was reliant on ground handlers to provide accurate information to complete the load and trim sheet. The module provided examples of the consequences of incorrect loading to reinforce this message. The ATSB noted that this information was not explicitly included in the GHM.

The operator advised that ground handlers were taught that freight was to be returned to the depot to be reweighed in the event of LMCs such as this incident. They acknowledged that this was not documented in any manual (it was also not in module 3 of the training).

The operator also reported that, about 3 years prior, several issues covering the delivery of, and management of ground handling training had been identified. As a result, the operator received board approval for additional resources to revise their training structure and improve those issues. They advised that, at the time of this incident, remedial action was in progress to amend training documentation and provide greater scrutiny over training activity.

The supervisor at Townsville was the designated trainer, but had not completed recurrent training. The supervisor explained that, training had been deficient for about 4 years since the branch manager had left the organisation. The supervisor also reported that significant catch-up had been required to get all staff up-to-date. Rockhampton did not appear to have such training issues.

The ATSB reviewed training as a possible contributing factor to the incident. However, when considering the lack of procedural guidance for load control duties, the ATSB assessed that effective training could not take place without robust documented procedures to train for, therefore did not consider training aspects any further.

Similar occurrence

ATSB investigation (AO-2013-044)

On 30 January 2013, a Toll Fairchild SA-227AC Metro aircraft, registered VH-UUO, departed Melbourne Airport, Victoria for Launceston Airport, Tasmania on a scheduled freight flight. The pilot was the only person on board.

During the take-off, the pilot reported that they needed more forward elevator trim than usual to climb out at a 10° nose-up attitude. The pilot noticed that, in straight-and-level flight, the aircraft had full nose-down trim, but flying at a 5° nose-up attitude. When the autopilot was engaged, the pilot stated that the autopilot struggled to maintain straight-and-level flight, explaining that the aircraft ‘porpoised’. The pilot conducted a normal landing at Launceston.

The operator determined that, although the loading plan for the aircraft indicated 100 kg of freight in the nose locker, one of the loaders had removed about 70 kg of freight from the nose locker and moved it to the rear of the aircraft. The operator identified that there was no formalised approach to the loading and unloading of the aircraft.

In addition, as the freight for the aircraft was not reweighed at Launceston, it was not possible to determine the exact centre of gravity that existed at the time of take-off from Melbourne. However, the flight characteristics of the aircraft suggested that it was either at the most rearward centre of gravity position, or just outside the rear centre of gravity limit.

The operator identified a lack of formal training for ground handlers and a lack of general procedures for them to follow. They also noted that there was insufficient oversight of the loading process and that the load plan for the Metro did not take centre of gravity position into account. Actions proposed by the operator included a review of, and publishing revisions to the GHM and the development of a ground handling training manual.

Operator comments

The operator’s investigation for this incident also identified that there was a lack of procedural guidance in the ground handling manual to support ground handlers in their duties. They stated that:

The Ground Handling Manual provides limited information on practical application of safe loading procedures for the Metro Aircraft and instead relies on input from the Pilot in Command.

The ATSB noted similarities between the two occurrences (albeit 8 years apart) and sought additional information regarding the status of safety actions from the 2013 incident. The operator’s safety manager was not able to provide any additional information relating to the previous occurrence as it was before their tenure and there was no record within their safety management system. Therefore, the ATSB was unable to explore any potential links between the two occurrences.

Safety analysis

Introduction

During the dedicated freight flight from Townsville to Rockhampton, Queensland, the pilot of VH‑HPE noted that the aircraft felt tail heavy, but did not experience any controllability issues. On the subsequent flight from Rockhampton to Brisbane, the aircraft had a strong pitch-up tendency, and the pilot was required to apply strong forward pressure on the flight controls to maintain the correct pitch attitude. The aircraft continued to Brisbane and the pilot reported that no problems were experienced during the approach and landing.

This analysis will examine the planned and actual load distribution and corresponding centre of gravity position for the flights from Townsville to Rockhampton and then to Brisbane. It will further discuss the operator’s load planning tool and ground handling procedures regarding the redistribution of freight.

Inaccurate load

After receiving the load plan from the ground handlers at Townsville, the pilot completed the load and trim sheet, and identified that the aircraft’s centre of gravity was aft of the rear limit. Consequently, it was agreed that 126 kg of freight was to be relocated to the nose compartment.

As there were no scales available at the aircraft, the ground handler estimated the amount of freight to be moved based on feel. However, the reweigh of the load post-incident established that the aircraft was not loaded in accordance with the revised load plan. Therefore, the completed load and trim sheet did not reflect the actual load distribution. Although the load distribution was not as planned, it was still within centre of gravity limits, albeit more toward the rear than expected. As this was not known, any additional load would not have been accurately reflected on the load and trim sheet and was potentially out of limits.

Centre of gravity out of limits

At Rockhampton, additional freight was loaded based on the load and trim sheet prepared at Townsville. However, since the load and trim sheet did not accurately reflect the actual load distribution, the additional freight moved the centre of gravity rearward, beyond the rear limit. As a result, the aircraft was operated outside of its centre of gravity limitations.

The centre of gravity envelope is established to provide a pilot with the allowable distribution of weight, within which the aircraft will have longitudinal stability and allow the pilot to have full control of the aircraft. Although the aircraft was still controllable in this case, the pilot had used full nose‑down trim and the auto pilot was not able to maintain level flight. This required the pilot to apply constant forward pressure to manually control pitch and reduced the options available to the pilot to maintain full control of the aircraft.

Load plan did not account for centre of gravity position

The paper-based load planning tool utilised by Toll Aviation (Toll) for its Metro aircraft only accounted for compartment weight limits and did not provide information on the resultant centre of gravity position. This was later determined on completion of the load and trim sheet, which was a pilot responsibility. Ground handlers were not trained to, nor were they required to, complete the load and trim sheet. Further, there was no documented guidance for the distribution of freight within the aircraft and it was dependent upon an individual ground handler and/or supervisor’s training, experience and knowledge of the aircraft.

Loading was often commenced prior to the pilot being able to complete the load and trim sheet. Consequently, loading may be quite advanced if not already completed by the time the pilot has determined that the load plan was not within limits. While in this case and for the 2013 incident, the loading error occurred due to the freight not being weighed, this could necessitate additional workload and delay. As there was no ability to weigh freight at the aircraft and no documented procedure to guide such a reasonably foreseeable situation, this increased the chance of freight having to be relocated, thereby creating opportunities for errors to occur.

Ground handling procedures

According to the operator’s flight operations and ground handling manuals (GHM), the pilot was ultimately responsible for load control. However, practically, a significant portion of the load process was delegated to the ground handlers. The GHM detailed the requirements for conducting ground handling operations, including the loading of freight. However, the procedures were primarily related to the preparation of a load plan, with no other routine tasks or reasonably expected contingency tasks included. Further, there was no other documents or manuals that contained work instructions for ground handling operations.

Specifically, the GHM did not provide details on how to take centre of gravity into account when preparing a load plan, to minimise the potential for last-minutes changes. Also, the GHM did not include any instructions for the conduct of last-minute changes to ensure the aircraft was loaded correctly. For such situations, ground handlers were taught that the freight was to be returned to the depot to be reweighed, however, this instruction was not documented. The operator also identified that there was limited information in the manual regarding safe loading procedures.

In this incident, the ground handlers involved had different views on what was required when faced with a similar situation. Ground handler 1 at Townsville displayed an understanding of what should have occurred with regard to moving the freight, specifically mentioning that an amount of 150 kg would require return to the depot for reweigh, although they could not answer why 126 kg was different. Ground handler 3 at Rockhampton displayed a higher understanding and had numerous options available to consider when redistributing freight, none of which were documented in the GHM.

In the absence of clear, documented procedures, ground handlers were effectively put into situations where they had to rely on their own judgement and experience, and possibly utilise other procedures, which may not necessarily be appropriate for the task. Robust documented procedures create predictable standards and expectations and provide a solid foundation for training. This will enable staff to undertake tasks, identify errors and ensure consistent, safe outcomes.

Load awareness

The ground handler’s recognition that the aircraft was relatively heavy on arrival at Rockhampton and the decision to make alternative arrangements for freight to minimise the additional load demonstrated a high level of situational awareness. While they were not to know that the aircraft was incorrectly loaded and that additional load would result in the centre of gravity being out of limits, their actions limited the potential severity of the situation.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors. 

Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the aircraft loading and in-flight controllability issue involving Fairchild SA227, VH-HPE, Rockhampton Airport, Queensland, on 11 May 2020.

Contributing factors

  • Ground handlers did not accurately weigh the freight relocated to the nose compartment at Townsville. This resulted in an inaccurate load record on the load and trim sheet, with the centre for gravity further aft, though still within limits.
  • Additional freight was loaded in Rockhampton as per the load and trim sheet. However, due to inaccuracies in the load and trim sheet (ex. Townsville), the additional load unknowingly moved the centre of gravity aft of the rear limit (out of limits). This resulted in the aircraft exhibiting a strong pitch-up tendency, requiring the pilot to apply constant forward pressure to maintain aircraft control.

Other factors that increased risk

  • The load planning tool used by the operator for the SA227-DC Metro 23 aircraft did not account for the centre of gravity position. This increased the chance of freight having to be relocated once the pilot completed the load and trim sheet and increased the potential for loading errors to occur.
  • The operator's ground handling manual did not contain detailed procedural guidance for facilitating accurate redistribution of freight to ensure that an aircraft would be correctly loaded. (Safety Issue)

Other findings

  • Ground handlers at Rockhampton assessed the aircraft as relatively heavy and took action to minimise additional load. On arrival, it was agreed with the pilot to limit the additional freight. These actions reduced the severity of the centre of gravity being out of limits.

Safety issues and actions

Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.

Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the aviation industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.

All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.

Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.

Guidance in the ground handling manual

Safety issue number: AO-2020-027-SI-02 

Safety issue description: The operator's ground handling manual did not contain detailed procedural guidance for facilitating accurate redistribution of freight and ensure that an aircraft would be correctly loaded.

Safety action not associated with an identified safety issue

Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. The ATSB has been advised of the following proactive safety action in response to this occurrence.
Additional safety action Toll Aviation

Soon after the incident, Toll Aviation advised that:

  • An outcome discussion was conducted with all ground handlers regarding the actions taken on the day of the incident and their responsibilities under the ground handling manual.
  • Human Factors for Ground Handlers training had been finalised and was being implemented in stages across Toll Air Express.
  • An electronic load tool (Excel) had been devised for the Metro aircraft, to provide the ground handlers with a guide for the position of the index units when determining freights loaded into each compartment. This tool was in the stage of testing and quality review prior to formal change management process and implementation.
  • A weight and balance review of VH-HPE was conducted by the weight control officer. The load and trim sheet has been revised and was undergoing testing and quality review prior to formal change management process and implementation.

Glossary

EST                  Eastern standard time

FL                    Flight level

GHM                Ground handling manual

GPS                 Global positioning system

LMC                 Last-minute change

Sources and submissions

Sources of information

The sources of information during the investigation included the:

  • the pilot
  • the ground handlers (Toll Express Parcels)
  • the operator (Toll Aviation).

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • the pilot
  • the ground handlers (Toll Express Parcels)
  • the operator (Toll Aviation)
  • the Civil Aviation Safety Authority.

Submissions were received from:

  • the pilot
  • the ground handlers (Toll Express Parcels)
  • the operator (Toll Aviation)
  • the Civil Aviation Safety Authority.

The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.

Appendices

Appendix A – Metro 3/23 load plan

 

picture2-ao-2020-027.jpg

Source: Toll Aviation

Appendix B – VH-HPE load and trim sheet

 

picture3-ao-2020-027.jpg

Source: Toll Aviation

Appendix C – Centre of gravity (CoG) position (Rockhampton to Brisbane)

picture4-ao-2020-027.png

Source: Toll Aviation, annotated by the ATSB

Appendix D – Centre of gravity (CoG) position (Townsville to Rockhampton)

picture5-ao-2020-027.png

Source: Toll Aviation, annotated by the ATSB

Purpose of safety investigations & publishing information

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2021

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Occurrence summary

Investigation number AO-2020-027
Occurrence date 11/05/2020
Location Near Rockhampton Airport, Queensland
State Queensland
Report release date 09/12/2021
Report status Final
Investigation level Defined
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Aviation
Aviation occurrence category Loading related
Occurrence class Serious Incident
Highest injury level None

Aircraft details

Manufacturer Fairchild Industries Inc
Model SA227-DC
Registration VH-HPE
Serial number DC-823B
Aircraft operator Toll Aviation
Sector Turboprop
Operation type Air Transport Low Capacity
Departure point Rockhampton Airport, Queensland
Destination Brisbane Airport, Queensland
Damage Nil

Near collisions involving Piper PA-28-151, VH-SEW and Cessna 172, VH-JBC and Cessna 182, VH-BMS, overhead Parramatta, New South Wales, on 15 April 2020

Discontinuation notice

Report release date: 17/06/2022

Section 21 (2) of the Transport Safety Investigation Act 2003 (TSI Act) empowers the ATSB to discontinue an investigation into a transport safety matter at any time. Section 21 (3) of the TSI Act requires the ATSB to publish a statement setting out the reasons for discontinuing an investigation. The statement is published as a report in accordance with section 25 of the TSI Act, capturing information from the investigation up to the time of discontinuance.

Overview of the investigation

The occurrence

On 28 April 2020, the ATSB commenced a transport safety investigation into a near collision involving 3 aircraft near Bankstown Airport, New South Wales on 15 April 2020. At that time, all 3 aircraft were converging on the Paramatta checkpoint within the Bankstown Airport lane of entry (LOE),[1] which was in non-controlled Class G airspace.

VH-SEW

At about 1315 Eastern Standard Time,[2] the pilot of a Piper PA-28-151 aircraft, registered VH-SEW (SEW), departed Camden Airport on a private flight under visual flight rules (VFR).[3] The purpose of the flight was to complete the ‘Victor 1 South’[4] VFR coastal route and then return to Camden. After take-off, the pilot tracked to Prospect Reservoir at 2,300 ft. Upon reaching Prospect Reservoir, the pilot changed their radio to the Bankstown Tower frequency to monitor traffic inbound to Bankstown Airport. They then turned towards the Parramatta central business district[5] to join the LOE northbound. The pilot changed their radio to the Sydney Centre frequency after passing Parramatta.

VH-JBC

Shortly after SEW took off, the instructor and student pilot of a Cessna 172S aircraft, registered VH-JBC (JBC), also departed Camden on a navigation check flight to Cessnock Airport. JBC was also tracking northbound via Prospect Reservoir to join the LOE at Parramatta. When about 3 NM (6 km) south of Prospect Reservoir, the student pilot turned the aircraft towards Parramatta. The student pilot had set Bankstown Tower on their primary radio and was monitoring Sydney Centre on their secondary radio.

VH-BMS

At about 1328, the instructor and student pilot of a Cessna 182 aircraft, registered VH-BMS (BMS), departed Bankstown Airport on a pre-commercial flight test to Remlap Park Airport via the LOE. BMS joined the LOE northbound at the perimeter of the Bankstown control zone and tracked to Parramatta. The crew were monitoring the Sydney Centre frequency.

Figure 1 shows the approximate tracks of the 3 aircraft.

The incident

At about 1330, the instructor in JBC identified traffic (being SEW) in the 9 o’clock[6] position and confirmed this with the student pilot. Shortly after, the instructor observed SEW descend ‘rather sharply’ and they lost sight of the aircraft in the urban background. The student pilot slowed the aircraft before the instructor observed SEW climb from the left and in front of JBC in close proximity. The instructor took control of the aircraft and manoeuvred to avoid SEW. The pilot of SEW reported that they had not seen any other aircraft operating in the area at that time. Air traffic control radar data showed that SEW and JBC were both at 1,900 ft, with a minimum horizontal separation of 0.2 NM (0.4 km).

As BMS approached Parramatta, the student verbally indicated that they had sighted 2 aircraft ahead (SEW and JBC). The student elected to maintain 1,700 ft. They continued up the LOE and commenced overtaking JBC. However, the manoeuvre made by JBC to avoid SEW put JBC in close proximity to BMS. At about 1331, the radar data showed a minimum vertical separation of 200 ft and horizontal separation of 0.2 NM (0.4 km) between JBC and BMS. The instructor of JBC then requested flight following[7] from Sydney Centre to assist with their awareness of other traffic.

No broadcasts were made by either of the pilots when approaching and transiting the LOE.

Figure 1: Approximate aircraft flight paths

ao-2020-024-pic-1.png

Source: Airservices Australia, annotated by the ATSB

Investigation activities

During the investigation, the ATSB:

  • interviewed the pilot in command of each aircraft
  • reviewed air traffic control recordings
  • reviewed ATSB occurrence data of similar events
  • consulted several flying schools and aero clubs
  • reviewed the guidance available to pilots operating within the vicinity of Bankstown Airport and the LOE.

ATSB observation

The ATSB found that the pilots were relying on unalerted see-and-avoid principles for identifying other aircraft. This limited their situational awareness when converging on the Paramatta checkpoint in the Bankstown Airport lane of entry and resulted in the aircraft coming into close proximity.

Safety message

The practice of see-and-avoid has long been recognised as the primary method for minimising the risk of collision when flying in visual meteorological conditions;[8] it is considered a crucial element of a pilot’s situation awareness. The effective use of such is particularly crucial in Class G airspace, where aircraft separation is the pilot’s responsibility.

An ATSB research report titled Limitations of the See-and-Avoid Principle, showed that, when searching for traffic, alerted see-and-avoid (when a radio is used in combination with a visual lookout) is 8 times more effective than unalerted see-and-avoid (when no radio is used). However, pilots should be mindful that the absence of a traffic broadcast does not necessarily mean the absence of traffic. Pilots should remain vigilant and employ both unalerted and alerted see‑and‑avoid principles to ensure the greatest level of traffic awareness is achieved.

Reasons for the discontinuation

Based on a review of the available evidence, the ATSB considered it was unlikely that further investigation would identify any systemic safety issues or important safety lessons. Consequently, the ATSB has discontinued this investigation.

The evidence collected during this investigation remains available to be used in future investigations or safety studies. The ATSB will also monitor for any similar occurrences that may indicate a need to undertake a further safety investigation.

The ATSB has briefed the Civil Aviation Safety Authority about some of its observations and potential learnings. However, it considered that broader communication of this information would not be of significant benefit to other parties.

__________

  1. Lane/s of entry (LOE): a lane or lanes established to permit passage to and from specified Class D control zones (CTR) such as Bankstown Airport, without entering an adjacent Class C or military CTR. The vertical limits provide separation from overlying control or restricted areas. The Bankstown Airport LOE was a fairly narrow corridor between Sydney CTR to the east and the Richmond CTR to the west.
  2. Eastern Standard Time (EST): Coordinated Universal Time (UTC) + 10 hours.
  3. Visual flight rules (VFR): a set of regulations that permit a pilot to operate an aircraft only in weather conditions generally clear enough to allow the pilot to see where the aircraft is going.
  4. Victor One is a VFR coastal route east of the Sydney control zone between Long Reef and Jibbon Point. The Sydney CTR and the Victor 1 route are depicted on the Sydney visual terminal chart.
  5. Parramatta was a check point within the LOE northbound.
  6. O’clock: the clock code is used to denote the direction of an aircraft or surface feature relative to the current heading of the observer’s aircraft, expressed in terms of position on an analogue clock face. Twelve o’clock is ahead while an aircraft observed abeam to the left would be said to be at 9 o’clock.
  7. Flight following: the provision of an ongoing surveillance information service.
  8. Visual meteorological conditions (VMC): an aviation flight category in which VFR flight is permitted – that is, conditions in which pilots have sufficient visibility to fly the aircraft while maintaining visual separation from terrain and other aircraft.

Occurrence summary

Investigation number AO-2020-024
Occurrence date 15/04/2020
Location Overhead Parramatta
State New South Wales
Report release date 17/06/2022
Report status Discontinued
Investigation level Defined
Investigation type Occurrence Investigation
Investigation status Discontinued
Mode of transport Aviation
Aviation occurrence category Near collision
Occurrence class Serious Incident
Highest injury level None

Aircraft details

Manufacturer Piper Aircraft Corp
Model PA-28-151
Registration VH-SEW
Serial number 28-7415541
Sector Piston
Operation type Private
Departure point Camden Airport, New South Wales
Destination Camden Airport, New South Wales
Damage Nil

Aircraft details

Manufacturer Cessna Aircraft Company
Model 172S
Serial number 172S8377
Aircraft operator The Scout Association of Australia
Sector Piston
Operation type Flying Training
Departure point Camden Airport, New South Wales
Destination Cessnock Airport, New South Wales
Damage Nil

Aircraft details

Manufacturer Cessna Aircraft Company
Model 182
Registration VH-BMS
Serial number 18262414
Sector Piston
Operation type Flying Training
Departure point Bankstown Airport, New South Wales
Destination Bankstown Airport, New South Wales
Damage Nil

Level crossing collision between freight train 5KQ7 and a road coach, at Norlane, Victoria, on 2 April 2020

Final report

Report release date: 28/01/2021

Safety summary

What happened

On the morning of 2 April 2020, a road coach operated by Sandringham Charter Coaches was providing a V/Line train replacement service between Melbourne and Waurn Ponds in Geelong. At about 1049, the coach departed North Shore station in Norlane (Geelong) bound for North Geelong Railway Station. There was one passenger aboard the bus.

The coach travelled along Station Street and was veering left to cross the Station Street level crossing when the crossing warning system activated in response to an approaching freight train. The driver of the coach immediately applied the brakes, and the coach was stopped, but within the crossing.

A short time later as the train approached the crossing, the train crew observed the coach. The locomotive driver made an emergency brake application and the co-driver began to sound the horn. The coach driver heard the train horn and attempted, unsuccessfully, to reverse the coach.

The train was unable to stop and impacted the front-left corner of the coach at about 1050. The coach driver and the sole passenger were injured in the collision and were taken to hospital. The coach driver was released from hospital the same day, and the passenger the next day.

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What the ATSB found

The ATSB found that the coach had stopped past the boom barrier with the front-left corner of the coach foul of the western standard-gauge track. The coach driver reported that they had stopped in response to the crossing warning signals and was reluctant to proceed across the crossing because of fear of a complaint. The acute road-to-rail track angle may have influenced the driver’s perception of the crossing and the position of the left-front corner of the bus relative to the track. The driver also reported not expecting a train because they were operating a train-replacement service.

Had the driver not stopped the coach, there was adequate time to complete the crossing prior to the arrival of the freight train.

What has been done as a result

Westernport Road Lines issued a safety alert to their drivers, reminding drivers that level crossings must be regarded as live, even if they are providing rail replacement services.

Safety message

Motorists need to be aware that in situations where passenger train services are not operating, freight trains may be operating, and normal safety precautions should be observed.

 

The occurrence

Prior to the collision

On 2 April 2020, a Sandringham Charter Coaches (SCC) road coach was to operate train replacement services for V/Line[1] passengers travelling between Southern Cross Station and Waurn Ponds Station (Figure 1). The coach driver arrived at the company depot in Moorabbin, in south east Melbourne, at about 0400[2] that morning and prepared the coach.

The coach departed the Moorabbin depot at 0440 and travelled ‘out of service’ to Waurn Ponds. At 0638, the coach commenced its first scheduled passenger service, departing Waurn Ponds for Southern Cross.

Figure 1: Train replacement coach route between Southern Cross and Waurn Ponds

Figure 1: Train replacement coach route between Southern Cross and Waurn Ponds

Source: Google maps data © 2020 with annotations by Chief Investigator Transport Safety

The coach arrived at Southern Cross at 0841 and at 0930 commenced a service back to Waurn Ponds. There were no passengers on board at departure. The coach ran via Little River to Lara Station, where one passenger boarded. From there the coach proceeded to Corio and North Shore stations, with no passengers boarding or alighting.

That same morning, a Pacific National (PN) freight train No. 5KQ7 was travelling from Murtoa (in Victoria) to Werris Creek (in New South Wales), via North Geelong and Melbourne. After passing North Geelong, the train stopped at Anakie Loop[3] (about 3 km from the Station Street level crossing in Norlane) for a crew change (locomotive driver and co-driver). At about 1045,[4] it resumed travelling towards Melbourne.

The collision

At about 1049, the road coach was stopped at North Shore Railway Station bus stop on Station Street. The level crossing was 70 m ahead and was visible from the bus stop. The flashing lights installation[5] in the centre of the road was also visible (Figure 2).[6]

Figure 2: View of the level crossing from the North Shore Station bus stop
 

Figure 2: View of the level crossing from the North Shore Station bus stop

Source: Chief Investigator Transport Safety

No passengers boarded or alighted, and the coach departed the North Shore Station bus stop with the one passenger, bound for North Geelong Station. It was running to schedule. The coach was driven south in the bus lane, before moving across into the centre traffic lane of Station Street as it approached the level crossing at the junction with North Shore Road. The driver intended to travel in the right-hand lane across the level crossing and enter the roundabout on the right lane for an exit onto Corio Quay Road (Figure 3).

Figure 3: Intended route of coach from Station Street towards North Geelong station
 

Figure 3: Intended route of coach from Station Street towards North Geelong station

Source: Google maps data © 2020 with annotations by Chief Investigator Transport Safety

On approaching the crossing, the driver slowed the coach in preparation to cross. The driver reported that the coach had just crossed the level crossing stop line road marking when they heard the level crossing warning bells and stopped the coach. In the stopped position, the coach was foul of the first track (Figure 4).

The driver also indicated that, at the time, he was under the impression that trains were not operating that day.

The freight train was about 580 m (and 39 s) from the crossing when the active protection at the crossing was activated. Due to the curvature in the track and trackside obstructions, the train was not yet visible from the crossing, and the crossing was not yet visible to the train crew. The train crew stated that they sounded the horn when the train passed the whistle board, about 400 m prior to the crossing.[7]

After stopping, the coach driver placed the bus transmission in neutral, engaged the park brake, removed their seatbelt and stood up. The driver recalled there were no vehicles ahead or behind  the coach. The right-hand level crossing boom barrier then descended onto the roof of the coach. The driver was aware of the boom but did not attempt to reverse the coach concerned at possible damage.

As the train came around the curve and when the train was about 100 m from the level crossing, the coach’s position on the crossing came into view. The train was travelling at about 53 km/h. The train crew identified that the coach was foul of the crossing and made an emergency brake application and commenced continuous sounding of the train horn.

The coach driver was alerted to the train’s presence by the train horn. The driver recalled attempting to reverse the coach, but the coach did not move. The driver reported that they had forgotten to release the park brake.

About 39 seconds after the crossing warning had activated, the leading locomotive entered the crossing travelling at a speed of about 50 km/h. The train then collided with the front left-hand quarter of the coach.

Figure 4: The estimated position of the coach on the crossing and the approaching train
 

Figure 4: The estimated position of the coach on the crossing and the approaching train

Source: Google maps data © 2020 with annotations by Chief Investigator Transport Safety

Consequence of the collision

The coach driver and passenger suffered injuries requiring treatment at a local hospital. The driver was discharged the same day and the passenger was discharged the next day. The locomotive crew were not injured.

The front section of the coach was substantially damaged and the locomotive sustained minor front-end damage and a shattered windscreen (front cover).

The impact pushed the coach into the near side flashing light assembly and boom barrier causing substantial damage to infrastructure (Figure 5).

Figure 5: Damaged flashing signal and boom barrier assembly
 

Figure 5: Damaged flashing signal and boom barrier assembly

Source: Chief Investigator Transport Safety

_____________________

  1. V/Line is a government-owned corporation that operates regional passenger train and coach services in Victoria.
  2.  All times are in Australian Eastern Daylight Time (UTC+11).
  3. The ‘Anakie crossing loop’ is located near Thompson Road, North Geelong. It is not associated with the town of the same name.
  4. Train logger times have been adjusted to align with GPS time.
  5. The installation was a pedestal onto which warning signage, flashing lights, bells and boom barrier were mounted.
  6. From the coach stop, the left-hand (or ‘near’) side signal assembly was partly obscured by vegetation and roadside infrastructure.
  7. The train recorder fitted to this locomotive was not fitted to record the activation of the train horn.

Context

Station Street level crossing

The Station Street level crossing is about 67 km from Melbourne on the Werribee – Geelong section of the rail corridor (Figure 6).

Figure 6: Aerial view of the Station Street level crossing and its key features
 

Figure 6: Aerial view of the Station Street level crossing and its key features


The aerial photograph shows the layout of four rail tracks crossing five lanes of road traffic. The photograph was taken prior to the pedestrian crossing being re-aligned (its alignment at the time of the incident is shown as dotted lines).

Source: Google maps data © 2020 with annotations by Chief Investigator Transport Safety.

At this crossing, four bi-directional rail tracks crossed five lanes of road traffic. The western-most track on which the coach impinged was a standard-gauge track managed by the Australian Rail Track Corporation (ARTC). The middle two tracks were main line broad-gauge tracks managed by V/Line and the track furthest from the coach was a dual-gauge track leading to an industrial siding.

The road comprised two lanes for traffic travelling south-east and three lanes travelling north-west. The distance through the crossing, between opposing boom-barriers, was about 40 m.

A CCTV camera provided partial surveillance of the crossing. However, in this instance, the point at which the coach stopped was outside the camera’s field-of-view.

Level crossing protection

The level crossing was fitted with active protection that included flashing lights, bells and boom barriers protecting the inbound-side of each carriageway. Operation of the equipment was triggered by a level crossing predictor system.[8] The system was configured to activate the initial crossing warnings of flashing lights and bells about 35 seconds prior to the arrival of a train. The boom barriers would commence lowering about 7 seconds after the initial warning.

Level crossing event logger

The level crossing was fitted with an event logger. The logger was designed to record the time when the crossing activated and the time when a train entered the crossing but was not equipped to record the time when the boom barriers commenced descending and when they were at the horizontal.

Environmental conditions at location

At the time of the occurrence, the sky was overcast, and the road was wet from previous rainfall. There was no evidence to suggest that the environmental conditions at the incident location contributed to the occurrence.

Road and rail approaches to the level crossing

Approaching by road along Station Street

The train replacement bus stop for the North Shore Railway Station was located on Station Street, about 70 m from the level crossing. Along this stretch of road, the sign-posted maximum speed was 60 km/h and it is probable the coach was travelling significantly below this.

Approaching the crossing, the road and crossing configuration meant that traffic was required to pass the road intersection with North Shore Road and then veer to the left to enter the crossing. Drivers of road vehicles would have a view of the stop line road marking, crossing signage and both the left-hand[9] and the central[10] flashing light assemblies (Figure 7).

Figure 7: Road approach to level crossing including signage and protection equipment flashing light and boom barrier assembly
 

Figure 7: Road approach to level crossing including signage and protection equipment flashing light and boom barrier assembly

Source: Chief Investigator Transport Safety

Rail traffic approach

The rail approach to the level crossing (travelling towards Melbourne) was on a left-hand curve with a radius of about 550 m. The curve commenced about 200 m prior to the crossing and was preceded by a curve board indicating a permitted speed of 80 km/h. The train was travelling at 53 km/h prior to the emergency brake application and was therefore significantly below this speed.

Due to the track curvature and the visual obstructions along the left-hand side of the rail corridor, the train crew could not observe the crossing until clear of the obstructions (Figure 8). It is estimated that the coach was not in the view of the locomotive drivers until the train was within about 100 m of the crossing.

Figure 8: The rail approach to the Station Street level crossing

Figure 8: The rail approach to the Station Street level crossing

The “direction of travel” arrow is placed over the track on which the train was travelling.

Source: Google maps data © 2020 with annotations by Chief Investigator Transport Safety

Management and maintenance of the level crossing

Safety Interface Agreement

The level crossing involved the interface of infrastructure owned and maintained by several organisations. A Safety Interface Agreement[11] (SIA) established the shared understanding of safety responsibilities of each party for the crossing and its components. The parties to the SIA were the Australian Rail Track Corporation (ARTC),[12] V/Line, VicRoads,[13] and the Greater Geelong City Council.

ARTC and V/Line were the rail infrastructure managers for their track passing through the crossing. ARTC was identified as being the initial point of contact and responsible for maintenance of the level crossing infrastructure and equipment.

VicRoads was the primary road manager, responsible for road signage and markings and Greater Geelong Council was the footpath manager.

Infrastructure inspection and maintenance

Infrastructure service maintenance was carried out by ARTC as per the following schedule:

  • HXP3 crossing predictor maintenance service scheduled every 180 days with 27 days planning latitude, completed on 27 February 2020.
  • Level 1: check and inspection of the crossing active warnings to be carried out every 90 days with 18 days latitude, completed on 27 February 2020
  • Level 2: a more in-depth examination of the crossing active warnings every 360 days with 54 days latitude, completed on 7 January 2020

Post-occurrence inspection of the level crossing found that the stop line marking was approximately 1.8 metres from the boom barrier[14] when measured along the inner edge (or near side) of the street; AS1742.7 requires a minimum of 3 m.

ALCAM Survey

The level crossing had previously been assessed using the risk-based Australian Level Crossing Assessment Model (ALCAM).[15] The most recent ALCAM survey of the Station Street level crossing was in September 2009 at which time the survey found that traffic controls at the crossing were observable from a safe stopping distance and that there was no vehicle queueing issues at the crossing.

Yellow box marking

Yellow box road markings are used to highlight the hazard zone of level crossings for road users. AS1742.7 specifies that they are only used to discourage traffic queuing on a crossing where the other treatments such as grade separation cannot be used.

Figure 9: Yellow box marking

Figure 9: Yellow box marking

Source: Australian Standards AS 1742.7:2016

Additionally, the VicRoads Supplement to AS 1742.7:2016 – Edition 1 states:

It is important to limit the use of yellow box markings in order to maintain the effectiveness in attracting drivers’ attention and improve the level of compliance with road rule 123(e). As such, yellow box marking shall not be used generally to denote the limits of railway level crossings, as the overuse of such markings may leave the impression that it is permissible to remain stationary within a level crossing where there is no yellow box marking.

The train replacement service

Contractual arrangements

V/Line contracted the management of train replacement coach services to Wangaratta Coaches that in turn sub-contracted a number of routes to Dineen Group. Sandringham Charter Coaches was part of this group and had been allocated the Southern Cross to Waurn Ponds route for a block of work that included the day of the occurrence.

Sandringham Charter Coaches

Sandringham Charter Coaches, incorporating Brighton Coaches, was an accredited Melbourne-based private charter bus company servicing the bayside, eastern and south-eastern suburbs of Melbourne. The company had been operating since 1925 and was part of the Dineen Group that operated charter coach and bus services in New South Wales and Victoria.

Coach information

The road coach was built in 2011 with a Scania K320 chassis and a Higer A30 body. It was about 12-metre-long and could seat 54 passengers (Figure 10). The coach was acquired by Sandringham Charter Coaches in April 2019 and was used predominantly for charter services. At the time of the occurrence, the coach was registered in Victoria. Its service regime was up-to-date and there were no known safety defects. The coach was fitted with seat belts.

Figure 10: Photograph of a similar coach

Figure 10: Photograph of a similar coach

Source: Sandringham Charter Coaches

The coach driver

The coach driver had about 36 years’ experience driving similar coaches, mainly within the greater Melbourne region and had joined Sandringham Charter Coaches as a charter coach driver in December 2018. At the time of the occurrence, his licence was current. The driver wore spectacles when driving and reported that he was wearing them at the time of the incident.

In August 2019, the driver was suspended from driving duties for about two weeks due to passenger complaints of careless driving and an incident involving collision with a low-hanging tree branch.

In the days prior to the incident, the driver attended route-familiarisation training for the route between Melbourne and Waurn Ponds on 30 March and completed a four-hour shift within the Melbourne region on 31 March. The driver’s first shift on the new route was on 1 April, commencing at 0430 and finishing at about 1530 (two round trips). On each trip, the incident level crossing was traversed without it operating. That evening the driver went to bed at about 1930. There were no indicators to suggest fatigue may have contributed to the occurrence.

On the morning of 2 April, the driver woke at about 0330 and after having breakfast arrived at the depot at about 0400. On the first round-trip that morning (coach depot to Waurn Ponds to Southern Cross), the driver travelled across Station Street level crossing each way, without encountering a train.

Safety management of drivers

With regard to safety management, the company monitored the currency of driver licenses and driver accreditation certificates issued in accordance with State and National regulations for coach drivers. In addition, drivers were required to complete a ‘fitness to drive’ declaration on their daily pre-start check.

The company had also introduced a clearance for work document, which was used if a driver had an extended period of absence for medical issues or if they became aware that the driver may be suffering from a medical condition that may affect their ability to drive.

As required by their safety management system, the company conducted route familiarisation training and/or provided route maps to assist the drivers whenever a new route was allocated.

Driver route-familiarisation training

This was the first time Sandringham Charter Coaches had been allocated a charter outside the Melbourne area. As a result, the company arranged route-familiarisation training for their drivers.

Driver route-familiarisation training was facilitated by the Dineen Group (the parent company) and delivered by Panorama Coaches,[16] using the V/Line Driver Training Manual prepared by Roscar.[17] The manual provided information on the location of rail replacement coach stops, preferred routes between stations/coach stops and parking/layover bays for coaches; and reporting requirements for drivers. The training manual did not address normal road rules, which licensed drivers were expected to know.

Panorama Coaches advised that the routes described in the manual were not mandatory. Drivers could use their discretion when selecting a particular route between stops. With reference to this occurrence, the training manual suggested that the coach take a right turn at the Station Street level crossing and travel along North Shore Road to North Geelong Station (Figure 11), whereas the trainer recommended turning left and crossing the tracks to follow Corio Quay Road (Figure 3) as it was shorter.

Figure 11: Training manual recommended route

Figure 11: Training manual recommended route

Source: Sandringham Charter Coaches with annotations by Chief Investigator Transport Safety

As part of the training, the drivers were provided with a route map and taken on a route-familiarisation observer trip from Southern Cross to Waurn Ponds and back. On each leg they drove across Station Street level crossing, unimpeded. Whether trains would be operating at this time was not discussed in the training.

Road rules, entering and leaving a level crossing

Section 123 ‘Entering a level crossing when a train or tram is approaching etc.’ of the Road Safety Road Rules 2017 (Vic) states:

A driver must not enter a level crossing if— 

(a) warning lights (for example, twin red lights or rotating red lights) are operating or warning bells are ringing; or 

(b) a gate, boom or barrier at the crossing is closed or is opening or closing; or

(e) the crossing or the road beyond the crossing is blocked.

and Section 124 of the Rules ‘Leaving a level crossing’ states:

A driver who enters a level crossing must leave the level crossing as soon as the driver can do so safely.

Freight train operation

Train information

Train 5KQ7 was a Pacific National freight service from Murtoa, Victoria to Werris Creek (in the Hunter Valley NSW), travelling via North Geelong and Melbourne. It consisted of Locomotives 8161 (cover photo) and BL31 with a trailing load of 40 grain-laden wagons. The total length of the consist was about 639 m. The locomotives were equipped with Hasler recorders.[18]

Locomotive crew information

Both locomotive crew were based in Geelong.

The driver running the train at the time of the collision joined Pacific National in November 2013 and qualified as a locomotive driver in February 2020. At the time of the occurrence, their certification and medicals were current. On 1 April, he completed his shift at 1600 and joined train 5KQ7 on 2 April at 0945.

The co-driver joined Pacific National in October 2015 and qualified as a locomotive driver in October 2018. At the time of the occurrence, his certification and medicals were current. He had a rostered day off on 1 April and also joined train 5KQ7 on 2 April at 0945.

Previous incidents

Data received from the Office of the National Rail Safety Regulator (ONRSR) indicates that since May 2014 and prior to this occurrence, there had been 20 instances of damage to the boom spanning the left lane at Station Street level crossing. In five instances, a road vehicle was seen to collide with the barrier. The other 15 instances were not witnessed, but it is presumed that a road vehicle caused the damage. None of those instances resulted in a ‘near-miss’ incident with a train being reported.

_____________ 

  1. A level crossing predictor system measures the train’s approach speed in order to predict the arrival time of the train at the crossing. This information is then used to adjust the commencement of the level crossing warning so as to achieve a consistent and efficient warning time for road traffic.
  2. Visible when about 55 m from the crossing.
  3. Visible from the North Shore Railway Station bus stop on Station Street.
  4. A requirement of the Rail Safety National Law Application Act 2013 (Vic).
  5. ARTC is Government of Australia owned and manages the Australian defined inter-state rail network (DIRN).
  6. The primary road manager under the SIA was VicRoads. VicRoads became a part of the Department of Transport (DoT), on 1 July 2019.
  7. 1.80 m when measured along the inside radius of the road. When measured along the centre of the lane, the distance was about 5.5 m.
  8. Australian Level Crossing Assessment Model (ALCAM) is an assessment tool used to identify risks at level crossings and to assist in the prioritisation of crossings for upgrades.
  9. Also a part of the Dineen Group.
  10. Roscar Australia Group Pty Ltd is a Melbourne based major event transport and logistics specialist, handling events requiring specialised transport arrangements.
  11. Developed by Hasler Rail, Switzerland, the Hasler electro-mechanical speedometer incorporates a waxed chart-strip on which several basic operational parameters were recorded.

Safety analysis

The Incident

The driver recalled having just crossed the stop line when the level crossing warnings commenced. He immediately stopped the coach but was within the crossing zone.[19] At this point, the train was probably still about 35 seconds away from the crossing. To clear the crossing width of 40 m[20] at a nominal speed[21] of 15 km/h would have taken the coach about 12.5 seconds. Had the coach not stopped but continued through the crossing it would have cleared the crossing safely.

When the boom lowered on the coach a short time later, the driver took no action. The driver advised that he was concerned that moving the coach with the boom resting on its roof may cause damage.

The train crew approaching the level crossing around a curve had limited vision of the Station Street side of the crossing. On observing the coach foul of the track, the locomotive driver made an Emergency brake application and the co-driver began to sound the train horn continuously. It was estimated from the Hasler recording that this brake application was initiated about 80m from the crossing.

Alerted to the presence of the train about 5 seconds before collision, the coach driver recalled attempting to reverse the coach, but the coach would not move. It is probable that the driver forgot to release the park brake before attempting to reverse.

The locomotive subsequently collided with the left-front corner of the coach. The train was travelling at a speed of about 50 km/h and stopped about 200 m from the point of the application of the emergency brake. This was consistent with the expected braking performance for this train.

Factors influencing coach driver actions

The driver’s response to the activation of the warning lights and bell was to immediately apply the brakes bringing the coach to a stop as he thought was required. Possible factors that influenced the driver’s initial action in stopping the coach and subsequent actions are:

Concern of reprimand

In August the previous year, the driver had been suspended following passenger complaints. At interview, the driver indicated that he did not continue over the crossing as he did not want to be reported for crossing with the bells ringing.

Expectancy

The driver indicated at interview that he was surprised when the crossing was activated. He knew that V/Line trains were not running because he was driving the train replacement service. Also, during familiarisation training and his previous service trips, he had not encountered a train at the crossing. The coach driver also reported that when the level crossing warnings activated, he had thought that the activation may have been due to maintenance work.

Crossing complexity

The stop line in Station Street marked the beginning of the level crossing zone, and the intersection with North Shore Road (green triangle in Figure 12). Both the road intersection and level crossing overlap with no clear delineation between the two. The lack of clear delineation between the road intersection and the level crossing may have influenced the driver’s perception of the crossing (shown in red in Figure 12).

The crossing itself was four tracks wide (40 m). This is greater than most crossings and may have influenced the decision of the driver not to proceed. The geometry of the crossing also meant it may not have been immediately apparent to the driver that the left-front corner of the coach had fouled the track.

Figure 12: Road intersection and level crossing layout

Figure 12: Road intersection and level crossing layout

Source: Google maps data © 2020 with annotations by the Australian Transport Safety Bureau.

While there were no identified queueing issues that may have triggered applying yellow box markings,[22] such markings at this complex crossing may have assisted with identification by the driver of the crossing limits and the hazardous zone.

Road rules for level crossings

Once the crossing was activated, the driver was probably focussed on the requirement to stop prior to the crossing (Rule 123) and may not have appreciated that having already entered the crossing, or unaware that he would not be able to stop prior to the crossing, that the requirement then was to leave the crossing as soon as could be done safely (Rule 124). Improved delineation of the boundary of the level crossing itself may have assisted with this.

Previous incidents

Although probably not directly related to this incident, in the previous six years, there had been 20 occurrences of the boom barrier strikes by road vehicles on the inside lane of the Station Street approach. This suggests that the crossing configuration is probably conducive to driver error on that approach, and that additional risk controls may be warranted.

A report completed by the Australian Rail Research Board (ARRB) for VicRoads found that compliance by motorists was better at railway crossings provided with traffic lights in addition to flashing lights and boom barriers, compared to sites with flashing lights and boom barriers only.[23]

____________________

  1. Section 124 of the Road Safety Road Rules require a driver who enters a level crossing to leave the level crossing as soon as the driver can do so safely.
  2. Clearing the crossing would require travel of about 52 m, comprising the 40 width of the crossing and the 12 m length of the bus.
  3. Estimated speed for negotiating the turn.
  4. AS1742.7 specifies that yellow box markings be used to discourage traffic queuing on a crossing.
  5. Carney P, Bennett P, and Green D, Compliance with traffic signals at railway level crossings, ARRB Research Report No VC7 3922-1 August 2009.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors. 

Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the level crossing collision between freight train 5KQ7 and Sandringham Charter Coaches coach at the Station Street level crossing in Norlane, Victoria on 2 April 2020.

Contributing factors

  • The driver stopped the coach past the boom barrier and with the front left corner foul of the standard gauge track.
  • On hearing the horn of the approaching train, the driver was unsuccessful in reversing the road coach clear of the track, probably as a result of not releasing the vehicle’s park brake.

Other findings

  • The boom barrier protecting the inner lane of Station Street has been damaged by vehicles 20 times in the previous six years.

Safety actions

All of the directly involved parties are invited to provide submissions to this draft report. As part of that process, each organisation is asked to communicate safety actions they have carried out or are planning to carry out.

Proactive safety action taken by Dineen Group

Dineen Group through its subsidiary Westernport Road Lines issued a safety alert to their drivers in regards to level crossing safety, reminding drivers that level crossings must be regarded as live, even if they are providing a rail replacement service. Additionally, all drivers providing rail replacement for Geelong were contacted individually by the site manager and informed of the accident.

Sources and submissions

Sources of information

The sources of information during the investigation included:

  • Dineen Group, for Sandringham Charter Coaches
  • Coach driver
  • Australian Rail Track Corporation
  • Pacific National
  • Train drivers
  • Office of the National Rail Safety Regulator
  • Flight Medical Systems

References

Carney P, Bennett P, and Green D, Compliance with traffic signals at railway level crossings, ARRB Research Report No VC7 3922-1 August 2009

Chief Parliamentary Council of Victoria 2020, Road Safety Road Rules Act 2017, Authorised Version No.008 incorporating amendments as at 1 January 2020.

Roscar Australia Group Pty Ltd 2017, Driver Training Manual, v3.1, April 2017.

SAI Global 2016, Manual of uniform traffic control devices Part 7: Railway crossings, AS 1742.7:2016 incorporating Amendment No.1, 21 March 2016.

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • Dineen Group
  • Pacific National
  • The Australian Rail Track Corporation
  • V/Line Pty Ltd
  • Office of the National Rail Safety Regulator
  • Transport Safety Victoria
  • Department of Transport (Victoria)
  • The coach driver and passenger
  • The locomotive crew

The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.

Purpose of safety investigations & publishing information

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information 

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2021

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Ownership of intellectual property rights in this publication

Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.

Creative Commons licence

With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.

Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

Occurrence summary

Investigation number RO-2020-004
Occurrence date 02/04/2020
Location Norlane, Geelong
State Victoria
Report release date 28/01/2021
Report status Final
Investigation level Defined
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Rail
Rail occurrence category Collision
Occurrence class Incident
Highest injury level Serious

Train details

Train operator Pacific National
Train number 5KQ7
Type of operation Grain train (freight) service
Rail vehicle sector Freight
Departure point Murtoa, Victoria
Destination Werris Creek, New South Wales
Train damage Minor

Collision with terrain involving a Bell 206L-1, VH-NBR, at Banks Peak, Moa Island, Queensland, on 22 April 2020

Final report

Report release date: 21/01/2021

Safety summary

What happened

On 22 April 2020, a Bell 206L1-C30P helicopter, registered VH-NBR, was being operated by Nautilus Aviation on a passenger charter flight from Kubin Airport, Queensland, to Banks Peak, on Moa Island. On board were the pilot and two passengers.

While manoeuvring at the helicopter landing site (HLS), the helicopter’s tail rotor contacted trees. The helicopter then rotated rapidly to the right, collided with terrain, and was destroyed. The passengers were seriously injured, and the pilot sustained a minor injury.

What the ATSB found

The ATSB found that the design and maintenance schedule of the HLS made it susceptible to overgrowth. Vegetation had overgrown the site, obscuring the edges and surface of the helipad. The helipad was elevated above the ground, which made positioning of the helicopter on the helipad vital for the safe conduct of a landing.

It was also found that the pilot’s use of a flight helmet very likely reduced the severity of the pilot’s injuries.  

What has been done as a result

The operator amended its helicopter landing site template to include a grading system for site assessment by the chief pilot/deputy chief pilot prior to tasking pilots. It also developed a risk assessment template for landing at non-surveyed sites. In addition, the operator sent an alert to all the operator’s pilots to reinforce the go-around procedure as stated in its operations manual, and this procedure was performed on all remote area check flights. All cross-hired aircraft were migrated to the operator’s flight following system, which allowed the ability to track these aircraft in real time while on task.  

The Department of Home Affairs, as owner of the HLS, conducted a formal risk assessment of Banks Peak and other higher-risk HLSs throughout the Torres Strait. It also ceased flying operations to landing sites deemed to have unacceptable risks until sufficient control measures had been implemented. In addition, it is developing a detailed HLS brief for aircraft operators and is considering the most appropriate mechanisms for systematic engagement with other users of the sites. 

Safety message

The design and ongoing maintenance of helicopter landing sites and helipads in a tropical environment is an important function. The frequency of the maintenance schedule must be sufficient to account for the rapid plant growth to enable safe use of the site.

Helicopter landing site owners are encouraged to add touchdown/positioning markings to their facilities. Pilots can choose natural features in lieu of human-made markers where markers are absent. Additionally, if a landing cannot be conducted as planned, pilots should reject the landing and re-evaluate their options from a safe position.

The wearing of helmets is an important safety consideration when performing utility aerial work. The survivability in the event of an accident is greatly increased, as highlighted by this accident.

 

The investigation

Decisions regarding whether to conduct an investigation, and the scope of an investigation, are based on many factors, including the level of safety benefit likely to be obtained from an investigation. For this occurrence, a limited-scope investigation was conducted in order to produce a short investigation report, and allow for greater industry awareness of findings that affect safety and potential learning opportunities.

The occurrence

On 22 April 2020, at about 0756 Eastern Standard Time,[1] a Bell 206L1-C30P LongRanger helicopter, registered VH‑NBR and operated by Nautilus Aviation, departed Kubin Airport, Queensland. The passenger charter flight was transporting workers and equipment to a communications tower on Banks Peak, a mountain on the north-east side of Moa Island in the Torres Strait. On board were a pilot, and two passengers seated in the rear seats.

Overhead Banks Peak, the pilot conducted an aerial reconnaissance circuit of the helicopter landing site (HLS). The pilot then approached the site from the north, for landing. Closer to the ground, the pilot had difficulty locating the helipad. Grass had grown across the helipad and its edges (Figure 1).

Figure 1: Helipad as viewed during aerial reconnaissance circuit

Figure 1: Helipad as viewed during aerial reconnaissance circuit

Source: Passenger photo, annotated by the ATSB

At 0808, the pilot manoeuvred over the top of the helipad and using rotor downwash to push the grass and reveal the edges of the helipad. During this process, the tail rotor contacted trees 9 m from the helipad on the eastern side. A video taken by one of the passengers showed that, as the helicopter was turning to the right, a buzzing sound was heard, followed by a crack. Immediately after this sound, the helicopter spun rapidly to the right before rolling left. The helicopter collided with terrain and was destroyed (Figure 2).

Figure 2: VH-NBR accident site showing overgrown helipad
 

Figure 2: VH-NBR accident site showing overgrown helipad

Source: Operator, annotated by the ATSB

The two passengers were restrained by lap belts. The passenger video showed that, during the sequence, the left rear door opened. The spinning and rolling forced the rear left passenger’s legs out of the door and the passenger’s legs were trapped under the helicopter, resulting in serious injuries. The right rear passenger sustained a serious injury to one hand.

The main rotor blades contacted and destroyed the forward fuselage structure. During the accident sequence, the pilot’s helmet impacted the aircraft’s structure, resulting in a loss of consciousness for a brief period. The pilot was restrained by a four-point safety harness, including a lap belt and shoulder harness.

The pilot and passengers were subsequently evacuated for medical attention.

Context

Pilot information

The pilot held a valid Commercial Pilot Licence (Helicopter), and a current Class 1 Aviation Medical Certificate. The pilot was also a qualified helicopter flight instructor and had previously flown in Papua New Guinea, as well as conducting a number of years of remote flying in Australia. At the time of the accident, they had a total of 6,807.4 hours of which 3,836.4 hours was on the Bell 206. The pilot completed their last helicopter flight proficiency check in September 2019. Their most recent ridge and pinnacle training was carried out in June 2019.

The pilot had flown to Banks Peak a number of times prior to the helipad construction. In 2016, they conducted 29 trips to the site during construction of the concrete helipad, slinging materials in for the work. They had not flown to Banks Peak since the construction work.

Aircraft information

The Bell 206 LongRanger is a seven seat, single engine helicopter used in passenger and utility roles. It is primarily all metal construction with a two-blade main and tail rotor system.

The helicopter involved in this accident, serial number 45232, was manufactured in 1979 and had 8,166.4 hours total time in service. The day before the accident, a periodic (100 hourly) inspection was performed on Horn Island. This was a standard inspection with no additional work carried out, and there were no rectifications that would have contributed to the accident.

Due to the regulatory requirements in place at the time of the helicopter’s manufacture, the seatbelts fitted to the rear passenger seats consisted of lap belts only. Civil Aviation Safety Regulation (CASR) 90.115 (Occupant restraints–helicopters) required all helicopters manufactured after September 1992 to have seatbelts with upper torso restraints fitted to all passenger seats.

Banks Peak helicopter landing site

The helicopter landing site (HLS) was located on Banks Peak on the north-east side of Moa Island, Queensland. It was about 1,220 ft above sea level, confined within a steep-sloping, irregularly-shaped cleared area, and about 30 m by 35 m in size. The up-slope area to the west of the HLS contained small structures and two communication towers. The closest guy wire anchor point was 8 m to the west of the helipad. 

The helipad was constructed in 2016. The final approach and take off area[2] (FATO) was about 21 m. The touchdown and lift-off area (TLOF) was a 4 m square. It was constructed as a box, consisting of a concrete border about 500 mm wide with a compacted gravel centre. The raised helipad meant precise positioning was required. Covering the sloping ground surrounding the helipad were numerous large rocks.

Prior to construction of this helipad, maintenance workers would utilise another helipad, downhill of Banks Peak, about 270 m west of the towers. The Banks Peak site was accessed for annual tower maintenance and the biannual site maintenance.  

Helicopter landing site guidance

Civil Aviation Regulation (CAR) 92 (Use of aerodromes) stated that an aircraft shall not land at or take off from any place unless it was:

…suitable for use as an aerodrome for the purposes of the landing and taking-off … having regard to all the circumstances of the proposed landing or take-off.

Civil Aviation Advisory Publication (CAAP) 92‑2(2) (Guidelines for the establishment of on-shore Helicopter Landing Sites (HLS)) provided detailed guidelines for the establishment and use of a HLS. The CAAP provided guidance for the design of basic and secondary HLSs:

BASIC HLS – a place that may be used as an aerodrome for infrequent, opportunity and short-term operations, other than Regular Public Transport (RPT), by day under helicopter Visual Meteorological Conditions (VMC).

SECONDARY HLS – a place suitable for use as an aerodrome for helicopter operations by day or night that does not conform fully to the standards for a heliport set out in Volume II of Annex 14 to the Chicago Convention

Due to the terrain and construction of the Banks Peak HLS, it was consistent with the stated requirements for a basic HLS.

A secondary HLS had a higher level of requirements, which incorporated the use of touchdown/positioning markings (TD/PM). CAAP 92-2 (2) described the TD/PM requirement as:

…essential where it is necessary for a helicopter to touchdown or be accurately placed in a specific position…. A TD/PM provides the visual cues that permit a helicopter to be placed in a specific position and, when necessary, orientated such that, when the pilot’s seat is above the marking, the undercarriage will be inside the load-bearing area and all parts of the helicopter will be clear of any obstacles by a safe margin.

There were no markings at the Banks Peak HLS to indicate the landing point to assist a pilot to line up for landing.

Without markings, a well-accepted and taught technique for confined areas is to use lead-in features. These features are commonly particular trees or rocks positioned around the selected landing site. The pilot can reference their position from these markers to ensure the helicopter is in the correct place. The helicopter operator’s HLS register for Banks Peak stated that pilots should conduct the approach into the prevailing wind (either towards the south-east or towards the north-west). There were no markers for lead-in features annotated on the register.

On this occasion, the pilot reported aiming for the centre of the grassed area and then the helipad. They did not use any lead-in features.  

Site maintenance

The Department of Home Affairs was responsible for the management of the Banks Peak HLS. The HLS and the area surrounding the structures had a flexible biannual preventative maintenance schedule. As part of this schedule, clearing of vegetation around the site and structures was conducted. The last maintenance, 4 months prior to the occurrence, was performed in December 2019. This included the use of chainsaws for trimming of small trees and branches from the HLS and its surrounds and utilising brush cutters and weed killer to control grass growth.

On the day of the accident, long grass obscured the helipad. Although the outline was apparent to the pilot during the aerial reconnaissance circuit of the site, when the helicopter was closer to the ground the pilot reported that the helipad became difficult to see. In the months following the December maintenance, there had been about 1,000 mm of rain recorded at nearby Horn Island.

Tail rotor strike

The tail rotor blades fitted to VH-NBR were manufactured by Van Horn Aviation and installed under a supplemental type certificate[3]. The blade construction was a carbon fibre skin over a foam core. They were a direct replacement for the original manufacturer’s blades and were the same length, with a lighter weight.

Several branches of up to 45 mm thick were struck by the tail rotor, leading to fracturing of both blades about two-thirds of the way along their respective span. This led to bending of the leading-edge protection and splintering of the carbon fibre skins.

A detailed examination of the tail rotor blades was conducted by the ATSB. This examination found that blade A (Figure 3) had sustained bending about the leading-edge strip, opposite to the direction of its rotation. That damage was consistent with an impact under power. It also had numerous deposits of woody fibrous material throughout the inner structure. The leading edge of blade B showed the surfaces were contaminated with a quantity of dirt throughout the fractured sections and internal structure. This was most likely due to ground contact during the accident sequence.

Figure 3: Tail rotor damage showing fibrous material and dirt within the blade structure

Figure 3: Tail rotor damage showing fibrous material and dirt within the blade structure

Source: ATSB

Flight helmet

The pilot was wearing a helmet at the time of the accident, which was approved for helicopter operations. The helmet was damaged from impact with the aircraft structure, and a 25 mm split was noted in the helmet outer shell. Paint transfer on the pilot’s helmet was of a colour matching the interior paint of the cabin (Figure 4).

Passengers reported that the pilot was initially unconscious post-impact, but regained consciousness after a short time, and the pilot then freed themselves of their harness and exited the wreckage.

Figure 4: Pilot helmet showing contact with cabin interior

Figure 4: Pilot helmet showing contact with cabin interior

Source: Operator, annotated by the ATSB

Safety analysis

Helicopter landing site design and maintenance

Due to the helicopter landing site’s sloping ground, a level small 4 m square helipad was elevated above the ground, which meant precise positioning was required to prevent helicopter rollover on landing. Although a precise landing was required, there was no touchdown/positioning marking (TD/PM) at the site to assist with positioning. The application of TD/PM provides the pilot with a visual reference to align the helicopter with the correct landing position and ensures the helicopter will be clear of any obstacles.  

The compacted gravel centre of the helipad provided a surface for grass to grow over the helipad. The extended time and significant rainfall since the last maintenance, 4 months earlier, allowed that grass to grow to a length that obscured the whole helipad from view of the pilot during the approach. The obscured pad increased the complexity of the operation and increased the workload on the pilot during a critical phase of flight.

The high rainfall and tropical environment of Moa Island generated a high rate of vegetation growth. The rate of scheduled maintenance conducted at the helicopter landing site was too low to prevent the helipad becoming overgrown, effectively camouflaging the helipad during the approach.

Manoeuvring at the helipad

As already noted, there were no TD/PM markings at the site, and the pilot stated that they could not see the helipad. While manoeuvring the helicopter in the confined area, the pilot was most likely directing a reasonable amount of their attention towards identifying the helipad, and the anticipated touchdown point.

A small change in position at the front of the helicopter can be associated with a large change at the tail end. Unless changes are being observed while taking place, there is a good chance that small changes in a visual scene will not be identified (Wickens and McCarley 2008). This likely led to a difference between the pilot’s understanding of the helicopter’s position in space, and the helicopter’s actual position, leading to a tail rotor strike.

Tail rotor damage

The passenger video recording had distinct audio of a buzzing sound and then a crack, immediately prior to the loss of control. ATSB examination of the tail rotor showed no evidence of pre-existing damage. The damage on both blades was consistent with impact under power.

A detailed examination identified numerous deposits of woody fibrous material throughout the inner structure. The video evidence and the presence of the fibrous material indicated that it was likely the blade had impacted a tree or branch, immediately prior to the loss of control.

Flight helmet and restraints

The pilot was wearing an approved flight helmet. During the accident sequence, the helmet was struck by the internal structure after the structure was impacted by the main rotor system. This resulted in minor damage to the helmet, and the pilot was unconscious for a short period of time. It is very likely that had the pilot not worn the helmet, the severity of their injuries would have significantly increased.

A substantial amount of research has consistently shown that seatbelts in small aircraft that include an upper torso restraint (UTR) significantly reduce the risk of injury compared to lap belts only. This helicopter was not fitted with UTRs in the rear seats, nor were they required at the time the helicopter was manufactured.

With the rapid rotation of the helicopter, the flailing of the passengers’ limbs led to the rear left passenger’s arms and legs being thrown to the left out the open door and the rear right passenger’s hand to be injured on damaged aircraft structure. There was insufficient evidence in this case to conclude that UTRs would have reduced the severity of the passenger injuries. Nevertheless, the ATSB has previously issued a safety advisory notice to encourage all owners and operators of small aircraft to fit UTRs of all passenger seats to minimise injury risk.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors. 

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the collision with terrain involving a Bell 206L1-C30P, VH-NBR, at Banks Peak, Moa Island, Queensland on 22 April 2020.

Contributing factors

  • The helipad maintenance schedule was not sufficient to prevent the gravel helipad from being overgrown. This enabled vegetation to grow out from the centre of the helipad, obscuring its edges and making its borders difficult to identify during landing.
  • While the pilot was manoeuvring in the confined area, the tail rotor contacted a tree. This led to a tail rotor failure, resulting in rapid rotation and collision with terrain.

Other findings

  • The helmet worn by the pilot very likely prevented a more serious head injury.

Safety actions

Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. All of the directly involved parties are invited to provide submissions to this draft report. As part of that process, each organisation is asked to communicate what safety actions, if any, they have carried out to reduce the risk associated with this type of occurrences in the future.

Safety action taken by Nautilus Aviation

Following the accident, the operator reported that it had taken or was taking the following safety actions:  

  • amended its helicopter landing site template to include a grading system for site assessment by the chief pilot/deputy chief pilot prior to tasking pilots
  • developed a risk assessment template for landing at non-surveyed sites
  • sent an alert to all company pilots to reinforce the go-around procedure as stated in the operations manual and ensured this procedure was performed on all remote area check flights
  • migrated all its cross-hired aircraft to the operator’s flight following system, which allowed the ability to track these aircraft in real time while on task.

Safety action taken by the Department of Home Affairs

The helicopter landing site owner reported that it had taken or was taking the following safety actions: 

  • conducted a formal risk assessment of the helicopter landing site (HLS) at Banks Peak and other higher-risk sites in the Torres Strait.
  • engaged an independent specialist to appraise the higher risk HLSs used by the department
  • ceased flying operations to HLSs with unacceptable risks until sufficient control measures had been implemented
  • identified vegetation growth as a significant risk factor for helicopter landings at Banks Peak, with a regular maintenance regime in place to manage ongoing clearance operations
  • developing a detailed HLS brief for aircraft operators, which will include photos and relevant local risk factors
  • considering the most appropriate mechanisms for systematic engagement with other site users, including how relevant information may be shared amongst stakeholders.

Sources and submissions

Sources of information

The sources of information during the investigation included the:

  • pilot and passengers of the accident flight
  • Nautilus Aviation
  • Telstra and the organisation conducting maintenance on the communication towers
  • Department of Home Affairs (organisation responsible for the maintenance of the HLS)
  • Queensland Police Service
  • video footage of the accident flight and other photographs taken on the day of the accident.

References

Wickens CD & McCarley JS, 2008, Applied Attention Theory, CRC Press, Boca Raton.

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • the pilot
  • Nautilus Aviation
  • the Department of Home Affairs
  • the Civil Aviation Safety Authority.

A submission (with safety action only) was received from the Department of Home Affairs. The submission was reviewed and, where considered appropriate, the text of the report was amended accordingly.

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2021

image_5.png

Ownership of intellectual property rights in this publication

Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.

Creative Commons licence

With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.

Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

_________

  1. Eastern Standard Time: Coordinated Universal Time (UTC) +10 hours.
  2. Final approach and take-off area (FATO): an area of land or water over which the final phase of the approach to a hover or landing is completed and from which the take-off manoeuvre is commenced
  3. Supplemental Type Certificate, STC: Authorizes alteration to aircraft, engine or other item operating under approved type certificate.

Occurrence summary

Investigation number AO-2020-023
Occurrence date 22/04/2020
Location Banks Peak, Moa Island
State Queensland
Report release date 21/01/2021
Report status Final
Investigation level Short
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Aviation
Aviation occurrence category Collision with terrain
Occurrence class Accident
Highest injury level Serious

Aircraft details

Manufacturer Bell Helicopter Co
Model 206L-1
Registration VH-NBR
Serial number 45232
Aircraft operator Nautilus Aviation
Sector Helicopter
Operation type Charter
Departure point Kubin Airport, Queensland
Destination Banks Peak, Moa Island, Queensland
Damage Substantial

Uncontained battery failure involving Sydney Light Rail Vehicle 053, Randwick LRV Depot, New South Wales, on 3 April 2020

Final report

Report release date: 03/12/2020

Safety summary

What happened

On 3 April 2020, light rail vehicles (LRV) 053/054 were stabled at the light rail depot in Randwick, New South Wales. At approximately 0249, workers heard a loud noise and on investigating found a battery enclosure cover on the ground between two other LRVs. The cover was identified as originating from LRV 053.

Closed-circuit television cameras within the light rail depot captured the ejection of the cover from LRV 053. The cover was ejected with a flash visible followed by a plume of smoke or vapour and the cover landed approximately 6 m away.

There was significant damage to the battery compartment and batteries on LRV 053 and also minor damage to two other vehicles. There were no reported injuries.

What the ATSB found

The software controlling the battery charging likely corrupted during the uploading process which went undetected. The fault with the software resulted in overcharging the batteries on multiple LRVs, including LRV 053. The overcharging of batteries was not detected prior to the occurrence through Alstom’s validation or fault monitoring processes.

The overcharging of LRV 053 batteries generated excessive hydrogen within the batteries. The battery enclosure on LRV 053 ruptured when flammable gases were released into the enclosure in the presence of an ignition source. The risk of explosion had been identified although relied on risk controls that were ineffective at preventing the escalation in this instance.

What has been done as a result

Alstom made changes to the management of train fault data to generate automatic alerts for battery over temperature faults. A new fault code was created within the train control monitoring system to monitor the battery charging temperature and alert the driver if any of the defined thresholds were exceeded.

Additionally, further software validation and testing will be conducted by the battery charger software supplier, as well as during software acceptance testing and following uploading of revised software by the maintainer.

Safety message

The introduction and commissioning of new assets must ensure that design requirements and risk controls are tested and validated as functional. Additionally, fault monitoring and maintenance regimes must monitor asset condition, so as to avoid conditions that might escalate and contribute to accidents.

 

The occurrence

On the evening of 2 April 2020, light rail vehicles (LRV) 053/054 arrived at the light rail Randwick Depot, New South Wales. The vehicles were stabled towards the back of road 3 along with other vehicles. A worker completed a pre-service inspection of LRV 053/054 around midnight with no abnormalities identified.

On 3 April 2020 at approximately 0249,[1] workers in the stabling yard heard a loud noise. On investigating the source of the noise, they located a roof-mounted battery enclosure cover on the ground between two other vehicles on road 1 and 2. Further investigation identified LRV 053 as missing a battery enclosure cover.

Closed-circuit television (CCTV) cameras in the stabling yard showed a flash coming from the battery enclosure of LRV 053 as the enclosure cover was ejected from the LRV (Figure 1). The cover struck the overhead contact wire, then struck LRV 005 and 058 before falling between the two vehicles (Figure 2). The cover was airborne for approximately 4.12 seconds[2] from being ejected to striking LRV 005. There was substantial damage to the battery enclosure on LRV 053 and minor damage to LRV 005 and 058. There were no reported injuries.

Figure 1: Randwick yard CCTV footage

Figure 1: Randwick yard CCTV footage.
The figure shows stills taken from the CCTV at 0248:50 with a flash visible and at 0248:57 showing smoke or vapour emanating from the battery enclosure of LRV 053. The ejected panel struck the overhead contact wire and landed to the left of LRV 053 out of view of camera CM03DR.  
Source: Transdev, modified and annotated by OTSI

The figure shows stills taken from the CCTV at 0248:50 with a flash visible and at 0248:57 showing smoke or vapour emanating from the battery enclosure of LRV 053. The ejected panel struck the overhead contact wire and landed to the left of LRV 053 out of view of camera CM03DR.

Source: Transdev, modified and annotated by OTSI

Figure 2: Battery enclosure cover landing and on the ground

Figure 2: Battery enclosure cover landing and on the ground.
The figure shows stills from the external CCTV from LRV 005. The ejected cover from LRV 053 struck LRV 005 and 058 and fell between the two vehicles. 
Source: Transdev and OTSI, modified and annotated by OTSI

The figure shows stills from the external CCTV from LRV 005. The ejected cover from LRV 053 struck LRV 005 and 058 and fell between the two vehicles.

Source: Transdev and OTSI, modified and annotated by OTSI

Post-occurrence events

Immediately following the occurrence, Alstom reviewed the available data and identified numerous battery over temperature faults had been recorded on LRV 053 and 054.

In addition, LRV 023 was identified as recording battery over temperature faults. LRV 023 was in service and was terminated, before returning to Randwick depot for inspection at approximately 0920 on 3 April. An initial visual inspection did not detect any obvious abnormalities with the batteries on LRV 023.

__________

  1. Times shown in 24 hour time as Australian Eastern Daylight Savings Time (AEDT).
  2. The CCTV frame rate was 25 frames per seconds, time + 0.04 seconds.

Context

Environment

The Bureau of Meteorology (BOM) automatic weather station at Observation Hill,[3] recorded the temperature as 18.7 °C at 0300 on 3 April 2020.

The temperature was recorded between 17.8 °C and 24.8 °C in the days leading up to 3 April. The mean temperature for March 2020 was 25.3 °C with a maximum of 37.6 °C.

Location

The light rail depot was located in Randwick, New South Wales (NSW). The depot was built as part of the Sydney Light Rail project and operates as a light maintenance and stabling yard.

There were a total of 13 stabling roads and the yard had the capacity to store the entire fleet of 60 LRVs. LRV 053/054 were stabled on road 3 at the time with LRV 005 on road 2 and LRV 058 on road 1.

Sydney Light Rail

The Sydney Light Rail (SLR) project was awarded to Altrac Light Rail Partnership as a consortium including Acciona, Alstom and Transdev (Figure 3).

Figure 3: Sydney Light Rail structure

Figure 3: Sydney Light Rail structure.
The operations and maintenance sub-structure is made up of Alstom, Transdev Maintenance Services (TDMS) and International Cleaning Services (ICS). 
Source: Altrac, modified and annotated OTSI

Source: Altrac, modified and annotated OTSI

The SLR project included:

  • design and construction of the CBD South East Light Rail (CSELR)
  • design, construction and commissioning of the LRVs for the CSELR
  • operation and maintenance of the CSELR and operation of the existing Inner West Light Rail (IWLR) Line 1.

The CSELR consists of two new rail lines, with Line 2 running between Circular Quay and Randwick and Line 3 between Circular Quay and Juniors Kingsford.

Testing and commissioning for the Line 2 LRVs commenced in Sydney in late 2018 and continued up until December 2019. Public passenger services commenced on Line 2 on 14 December 2019 and Line 3 on 3 April 2020.

Light rail vehicle information

Vehicle 053

LRV 053 was manufactured in Spain and was delivered to Sydney in October 2019. The LRV underwent final commissioning and entered service in November 2019.

As of 2 April 2020, LRV 053 had travelled 18297 km and there were no known faults with the LRV.

General

The SLR vehicles are variant of Alstom Citadis X05 (305)[4] range designed for city environments. The LRVs operate with either a conventional pantograph or on catenary-free sections utilising the Aesthetic Power Supply (APS) system. Both systems provide 750 V DC for traction power and to the auxiliary converter for auxiliary loads and battery charging. Within the stabling yard, the LRV is powered by the pantograph and overhead contact wire.

Each LRV set consist of five vehicles with drivers cabs at each end (Figure 4). In service the LRVs operate with two sets coupled together, in this case LRV 053 and 054.

Figure 4: Light rail vehicle details

Figure 4: Light rail vehicle details.
Source: Altrac, annotated by OTS

Source: Altrac, annotated by OTSI

Battery system

The LRVs are fitted with batteries to provide power to the LRVs auxiliary equipment. The battery enclosure and batteries were supplied by Hoppecke to meet Alstom’s functional requirements. The battery enclosure was mounted on the roof of the M1 vehicle and the batteries were charged by the auxiliary converter fitted to the M2 vehicle.

Battery cells

The battery cells were vented nickel cadmium (NiCd) designed for rail applications. The battery cell consists of two stacks of positive and negative fibre nickel cadmium (FNC) plates submerged in an electrolyte (Figure 5). The electrolyte used was a mixture potassium hydroxide (KOH) with an addition of lithium hydroxide (LiOH) and distilled water.

The battery model was a Hoppecke FNC 235 R3 (235AH) and the cell casings were manufactured from flame retardant polypropylene (PP-VO).

The nominal cell weight when filled with electrolyte was 11.1 kg + 3% (10.77 to 11.43 kg). The volume of electrolyte between the minimum and maximum level was 810 mL.

Figure 5: Battery cell structure

Figure 5: Battery cell structure.
Source: Hoppecke, 2019. D62109-300-en08_Manual_Alstom_X05_NAT, modified by OTSI

Source: Hoppecke, 2019. D62109-300-en08_Manual_Alstom_X05_NAT, modified by OTSI

Battery enclosure

The battery enclosure consists of two compartments to house the battery cells and electrical compartment for electrical connections and to facilitate current, voltage and temperature monitoring. The battery enclosure design is a standard product and can house a number of different battery cell configurations. The SLR LRVs used 19 battery cells to form the battery bank.

The battery enclosure was manufactured from stainless steel and the covers for both compartments were secured with four latches each. The battery compartment had two vents positioned on the cover to provide ventilation. The covers for both compartments were also fitted with sun shields to provide some thermal protection.

The battery cells were numbered from 1 to 19, starting with battery 1 at the positive battery terminal. Each cell was connected with a metal cell connector strap and a vent / water filling hose. The battery vent / water filling hose connected to each battery cell and vented to atmosphere through a flame arrestor for backfire protection (Figure 6).

The temperature probe was fitted on top of the battery cells between cells 5, 6, 9 and 10 and reported the temperature to the auxiliary converter.

Figure 6: Battery compartment components

Figure 6: Battery compartment components.
Source: Hoppecke (2019). D62109-300-en08_Manual_Alstom_X05_NAT, modified and annotated by OTSI

Source: Hoppecke (2019). D62109-300-en08_Manual_Alstom_X05_NAT, modified and annotated by OTSI

Maintenance requirements

The technical maintenance plans (TMP) specified a number of tasks to be completed relating to the batteries when the LRV reached 75,000 km (annual inspection). These tasks required the following:

  • inspection and cleaning of the battery enclosure
  • checking electrolyte level and topping-up as required
  • testing the battery insulation resistance
  • measuring charging voltage of the battery.

LRV 053 had not travelled 75,000 km, neither had any other LRV and was not due these inspections.

Auxiliary converter

The auxiliary converter which contained the battery charger was supplied by Centum Adetel Transportation Solution (Adetel). Alstom as the design integrator communicated the requirements from Hoppecke and Alstom to Adetel to provide a suitable auxiliary converter.

The auxiliary converter functions to invert the 750 V DC power supplied by the overhead contact wire or APS to lower voltages:

  • 400 V AC heating and ventilation air conditioning (HVAC)
  • 230 V AC general
  • 24 V DC low voltage auxiliary equipment and battery charging.

Battery charging

The battery charger was designed to supply voltage and current to the batteries. Hoppecke specified that the battery charging must supply a float voltage of 27.93 V DC at 20 °C and be temperature compensated by -3 mV/°C per cell.[5] The charging voltage should increase for temperatures below 20 °C and decrease for temperatures above 20 °C (Figure 9). The auxiliary converter software controlled the battery charging voltage and temperature compensation.

Software version

The SLR fleet was supplied with auxiliary converter software version B09. This version of software had been designed and validated as meeting the Hoppecke and Alstom’s requirements. This software version was also supplied to Alstom’s X05 fleet of LRVs in Nice, France.

In November 2019, Adetel released a revised software version B11. The change was deemed minimal and was approved for use by Alstom.

The software update to B11 for the SLR fleet commenced in December 2019. There were six LRVs outstanding as of 3 April 2020, these were LRV 023/024, 045/046 and 053/054.

Fault monitoring and management

When the battery temperature reached ≥ 60 °C for more than five seconds a battery over temperature fault (F_MVS_BatOverTempFail) was recorded within the train control monitoring system (TCMS). The maximum charging voltage was also limited to 24.3 V when the battery temperature reached 60 °C.

This fault was available for review within the maintenance menu on the drivers display unit (DDU), although would not generate an alert to the driver. Remote monitoring of the LRV fault data was also possible through the use of Alstom’s HealthHub.[6]

Battery temperature faults

Review of the battery temperature faults for the 30 days prior to the occurrence showed a number of LRVs had recorded over temperature faults. LRV 053 and 054 accounted for most of the detected faults with 971 and 74 faults respectively, closely followed by LRV 023 with 68 faults (Figure 7).

Figure 7: Battery temperature faults

Figure 7: Battery temperature faults.
Source: Alstom, modified by OTSI

Source: Alstom, modified by OTSI

Hazards associated with batteries

There are a number of hazards associated with batteries that must be managed to ensure batteries perform their intended function safely.

Flammable gases

These vented battery cells produce hydrogen and oxygen during charging. The production of hydrogen gas mostly occurs once the battery has achieved 95 per cent charge, or during any boost charging or overcharging the battery.[7],[8] The hydrogen and oxygen are the result of the decomposition of water in the electrolyte, with hydrogen forming on the negative plates and oxygen on the positive plates.

Hydrogen forms flammable mixtures in air at concentrations between 4 per cent and 75 per cent. These limits are referred to as the lower flammable limit (LFL) and upper flammable limit (UFL) respectively and represent the concentrations where vapours will ignite when exposed to an ignitions source of sufficient energy.[9]

Hydrogen requires minimal energy for ignition (0.02mJ)[10] and must be kept away from all potential sources of ignition such as:[11]

  • open flames or fire
  • sparks, electrical (fuses or switches) or mechanical (sparks from grinding)
  • hot surfaces were the temperature is above 300 °C
  • electrostatic discharge.

Combustion of flammable mixtures are defined as either deflagrations or detonations, depending on the velocity of the flame front propagation through the fuel-air mixture.[12]

Combustion of hydrogen and air mixtures will typically result in a deflagration but can transition to a detonation. There are a number of factors that can influence a deflagration or detonations including, hydrogen percentage, enclosure design and strength of ignition source. Detonation of hydrogen and air mixtures is possible at a narrower concentration between approximately 18 per cent and 59 per cent.[13]

Deflagrations usually produce fairly low pressure and generally do not pulverize, but can cause serious structural damage. Detonations are more destructive than deflagrations and produce shock waves and very high pressures.[14]

Chemical

The electrolyte within batteries is caustic and can cause severe burns and eye damage in the event of exposure. The battery cells used on the SLR also contained cadmium which is a toxic substance and a carcinogen.

Vented battery cells are typically safe providing they are handled, stored, maintained and charged in accordance with the manufactures guidelines. In the event of a cell casing failure, mishandling or uncontained battery failure, the battery contents can be released or exposed.

Electrical

Battery cells store energy and terminals are always live. Care must be taken when working on batteries to prevent electrical shocks or short circuits. High currents can be delivered by a single cell or battery bank if there is a short circuit.

The batteries must also be installed with the correct polarity.

Similar occurrences

A review of available records was unable to identify similar occurrences relating to batteries on light rail vehicles, passenger, or freight trains locally or internationally.

There have been two previous incidents investigated where a train component was ejected from a train while in service. Both incidents involved the failure of capacitors associated with traction systems.

  • The Office of Transport Safety Investigations (OTSI NSW) investigated the partial volume deflagration on Waratah carriage N5508 on 20 March 2017. A number of factors contributed to production of flammable gases within the roof mounted traction inverter module. The force of the deflagration ejected a total of four hatches across platforms 3 and 5 at Burwood. (OTSI Investigation - 04770).
  • The Rail Accident Investigations Branch (RAIB UK) investigated the explosions inside an underframe equipment case at Guilford on 7 July 2017. It was found that a manufacturing defect resulted in the capacitor producing flammable gases. The gas ignited with the force ejecting debris across the adjacent platform and up to 70 m away. (RAIB Investigation - 052018).

__________

  1. Bureau of Meteorology recordings were taken from the weather station at Observation Hill at Millers Point. This is approximately 5.8 km north north west from Randwick.
  2. The Citadis X05 range was Alstom’s fifth generation vehicle and were available in different configurations. The X05 fleet consisted of the 205, 305 and 405.
  3. Hoppecke, 2014. FNC R, Railway cells, TD-R-Cells_300, V3.0
  4. HealthHub – an Alstom remote condition based monitoring product.
  5. Australian Standard (2020). AS 2676.1:2020 Installation, maintenance, testing and replacement of secondary batteries in buildings Vented cells.
  6. Australian Standard (2019). AS 3011.1:2019 Electrical installations - Secondary batteries installed in buildings Vented cells.
  7. Brown, William J., et al., (1997). Safety Standard for Hydrogen and Hydrogen Systems: Guidelines for Hydrogen System Design, Materials Selection, Operations, Storage, and Transportation. Office of Safety and Mission Assurance, National Aeronautics and Space Administration.
  8. Hydrogen requires considerably less energy to ignite than other flammable gases or liquids such as petrol (0.24mJ) or methane (0.29mJ).
  9. Hoppecke (2019). Alstom Citadis X05, FNC rail battery system operating and installation manual, D62109-300-en08_Manual_Alstom_X05_NAT.
  10. National Fire Protection Agency (2020). NFPA 921 Guide for Fire and Explosion Investigations 2021.
  11. Brown, William J., et al., (1997).
  12. DeHaan, John D., et al., (2012). Kirk’s fire investigation, 7th ed.

Safety analysis

Battery charging

Design and validation

Alstom as the design integrator used DOORS[15] to manage and validate the various engineering requirements for the design and construction of the SLR fleet.

Alstom provided evidence demonstrating that the requirements from Hoppecke and Alstom had been communicated to Adetel during the design phase. Adetel in turn provided validation test results demonstrating that the auxiliary converter and software met the requirements and functioned correctly within the design environment.

Auxiliary converter software

Prior to acceptance of software version B09 for installation across the SLR fleet, high level functional testing was conducted on LRVs 027/028. Given all the parameters of software version B09 had been validated by Adetel (charging management, temperature curve, etc), Alstom’s software change processes did not require full functional testing. This high level functional testing did not detect any faults and was approved for installation across the entire SLR fleet.

Software version B09 consisted of a number of separate files that needed to be uploaded. The parameters for the temperature compensation and charger management were contained within the configuration script file. Post incident analysis detected that the temperature compensation law on some LRV’s with software B09 was incorrect. For reasons that could not be determined, it was believed that the configuration file was likely corrupted during the uploading process on some LRVs. This was not detected at the time of uploading the software, during the validation testing or prior to the occurrence. Later it was found that the software on LRV 027 had corrupted during the uploading prior to the acceptance testing.

Adetel provided a revised auxiliary converter software version B11 in November 2019. The release notes for this version of software did not detail any known issue with the temperature compensation for software B09. It was communicated that the only known changes to software B11, was the removal of files associated with B10[16] and changes to the uploading process.[17] The process for uploading software version B11 was different to B09 and did not require separate files to be uploaded. The parameters for the charging management and temperature compensation were now imbedded within software B11 and appeared to upload correctly.

At the time of the software revision (B11), the project was transitioning from design and construction to operate and maintain. The change was deemed minor and approved for use by Alstom with B11 forming the standard configuration for the SLR fleet. This change occurred after the transition and was not subjected to the full configuration control board (CCB) review as required.

Temperature compensation

Recorded data from LRV 053 showed that the batteries were charging at approximately 28 V for most of 2 April 2020 (Figure 8). During the same period the battery temperature fluctuated between 50 °C and 60 °C and the charging voltage of 28.11 V was higher than the specified temperature compensated value (Figure 9). At these temperatures the charging voltage should have reduced to between 26.22 V and 25.65 V which did not occur. The batteries were also charging at a high current (17 A) which increased from 2100 and was recorded at 33 A at the time of the occurrence.

Data from LRV 054 showed the batteries were charging at around 28 V on 2 April 2020. The charging voltage of 28.43 V at the time of the occurrence was also higher than that specified by the temperature compensation. The charging current (3 A) and battery temperature (39 °C) were however lower than that of LRV 053.

The batteries on both LRV 053/054 were overcharging in the lead up to the occurrence, while in service and within the stabling yard. The overcharging likely increased the production of hydrogen and oxygen within the battery cells and depleted the electrolyte. The high current recorded on LRV 053 was very likely a result of the battery condition and effects of overcharging.

The recorded battery temperature on LRV 053 was more than 40 °C above the ambient temperature, so ambient temperature was not a factor in the elevated battery temperature.

Figure 8: LRV 053/054 battery charging data from 2 and 3 April 2020

Figure 8: LRV 053/054 battery charging data from 2 and 3 April 2020.
The image shows the graphical representation of the recorded battery current, temperature and voltage measurements for LRV 053/054 in the 24 hours leading up to the occurrence. Battery temperature was recorded as VI_MVS_BattTemp. The value shown for LRV 053 varied between 178 and 188 on 2 April 2020. The actual temperature is derived by subtracting 128 from the values based on the LRV software requirements.
Source: Alstom, modified and a

Source: Alstom, modified and annotated by OTSI

Figure 9: LRV 053/054 charging voltage vs electrolyte temperature

Figure 9: LRV 053/054 charging voltage vs electrolyte temperature.
The required temperature compensations is shown in the orange with the corresponding voltage shown above the line. The actual recorded voltage and temperature from LRV 053/054 are shown and compared with the required temperature compensated voltage.
Source: Hoppecke (2019). D62109-300-en08_Manual_Alstom_X05_NAT and Alstom, modified and annotated by OTSI

Source: Hoppecke (2019). D62109-300-en08_Manual_Alstom_X05_NAT and Alstom, modified and annotated by OTSI

Temperature probe

The temperature probe was mounted to a post and positioned above batteries 5, 6, 9 and 10. The probe on LRV 053 was found to be sitting up and was not in contact with the top of the battery cells (Figure 11). This was probably the result of the forces created during the occurrence as the temperature probe post allowed the probe to sit on top of the batteries post incident.

The Hoppecke temperature compensation refers to compensating the charging voltage based on the electrolyte temperature (Figure 9). The location of the probe would not provide a direct temperature of the electrolyte but rather the case temperature at the top of the battery cells. Testing conducted post incident determined that the probe measured within approximately 1 °C of the electrolyte temperature.

The difference between the electrolyte temperature and case temperature under normal circumstances would probably be negligible. However, low electrolyte levels would decrease the effectiveness of the temperature probe as the distance between the electrolyte and probe increases.

Survey of battery electrolyte

Post incident Alstom undertook a survey to inspect the battery compartments on the SLR fleet including checking the battery electrolyte levels.

Low electrolyte levels were identified on a total 28 LRVs, including 023, 041, 046 and 54 which had reported battery over temperature faults. The battery banks on the 28 LRVs required between 0.2 and 26 L of distilled water to restore the electrolyte to the correct level. Refer to Appendix A – Electrolyte survey results.

The low electrolyte had not been detected prior to the fleet survey as the LRVs had not reached the 75,000 km maintenance interval and the over temperature faults had not been monitored.

Alstom also undertook the same survey across the global X05 fleets and advised that low electrolyte levels were also identified in the fleet of LRVs in Nice, France.

Uncontained battery failure

The initial inspection conducted on 3 April 2020 identified the battery compartment had ruptured and there was evidence of heat (browning) between a number of cells. Most the battery filler plugs were lifted and a number of battery cell casing had cracked outwards (Figure 10 and Figure 11). The vents on the ejected cover appeared to be unobstructed.

Figure 10: LRV 053 ruptured battery compartment

Figure 10: LRV 053 ruptured battery compartment.
Source: OTSI

Source: OTSI

Figure 11: LRV 053 battery cells and temperature probe

Figure 11: LRV 053 battery cells and temperature probe.
The image shows a close up view of signs of heat between battery cells 9 and 10 and between cells 10, 11, 12 and 13. The temperature probe can also be seen to be sitting up and not in direct contact with the top of the battery cells. 
Source: OTSI

The image shows a close up view of signs of heat between battery cells 9 and 10 and between cells 10, 11, 12 and 13. The temperature probe can also be seen to be sitting up and not in direct contact with the top of the battery cells.

Source: OTSI

Two further inspections of the battery compartment were conducted at the Randwick light rail depot on 15 April and 30 April 2020. These inspections were undertaken with representatives from Alstom, ATSB and representatives on behalf of Hoppecke. Observations from these inspections are recorded in Appendix B – Battery cell assessment.

There was no evidence of high resistance joints within the battery or electrical compartments and all electrical connections were secure with witness markings intact. The temperature probe was tested and functioned as expected.

All cells except cell 15 showed signs of damage or the filler plug was lifted. Battery cells 9, 10, 11, 12 and 13 all showed signs of heat with the cell casings melted (Figure 12). Cell 12 had also short circuited. The damage to the cell casings indicates that the actual temperature far exceeded the recorded temperature of 60 °C as the cell casing begin to melt at 120 °C.

There was no visible electrolyte within the cells when inspected and all battery cells were below the minimum electrolyte level. Cell 19 which was missing a portion of the cell casing appeared to have approximately 20 to 30 mm[18] of electrolyte in the bottom of the cell.

The battery cells weighed between 1.5 and 1.9 kg less than the nominal weight of 11.1 kg. Some cells were missing sections of the cell casing although the low electrolyte would be the greatest contributor to the reduced cell weight.

Figure 12: Battery cells 9 to 13

Figure 12: Battery cells 9 to 13.
The image shows the damage to the cell casings for batteries 9 to 13. Cell casings for batteries 11 and 12 were fused and required mechanical separation to remove from the battery compartment. 
Source: OTSI

The image shows the damage to the cell casings for batteries 9 to 13. Cell casings for batteries 11 and 12 were fused and required mechanical separation to remove from the battery compartment.

Source: OTSI

The batteries on LRV 053 recorded frequent over temperature alerts in the 30 days leading up to the occurrence. During this time the batteries were overcharging. Most of the electrolyte probably evolved into hydrogen and oxygen due to overcharging and vented to atmosphere via the filler plugs.

The battery compartment ruptured due to pressure caused by the deflagration of flammable gases containing hydrogen. The flammable gases were probably released into the enclosure by a combination of the melted battery cells and an internal deflagration within the battery cells.

The exact source of ignition was not able to be determined. Hydrogen requires minimal energy for ignition and it is possible that the gases could have been ignited by one of the following:

  • a short circuit in cell 12
  • heat produced as a result of increased current and cell degradation.

Management of light rail vehicle faults

The battery temperature fault management characteristic for the X05 fleet were based on the similar logic used for Alstom’s Citadis X02 fleet. The over temperature fault had not been determined to be critical providing the temperature compensation and charging logic functioned as designed.

On each occasion the batteries on LRV 053 reached 60 °C a battery over temperature fault would be recorded. Charging continued in excess of the designed maximum charging voltage of 24.3 V at 60 °C.

The over temperature faults, charging voltage and current were all recorded, however, there were no systems in place to monitor fault conditions and alerts. Consequently, the ability to identify and monitor potential defects that might escalate and contribute to accidents was limited.

Enclosure design

The risk of explosion was known to both Alstom and Hoppecke and had been assessed with the following risk controls and recommendations:[19],[20],[21],[22]

  • temperature compensated charging
  • appropriate ventilation
  • maintenance inspection (including electrolyte level, charging voltage and vents for obstruction).

Projection of materials had also been assessed as a known risk in the event of an explosion.

In order to prevent the build-up of flammable gases the battery enclosure was vented. Ventilation had been calculated in accordance with EN 50272 – 2, Safety requirements for secondary batteries and battery installations. Stationary batteries. This specified that the production of hydrogen within the battery enclosure must not exceed 4% (LFL). The following boundary conditions were used to calculate the required ventilation:[23]

  • Temperature: 20 °C
  • Cell type: FNC 235 R3 (235AH)
  • Batteries are fully charged
  • Batteries are charged with a constant voltage charger with current limit
  • Train [LRV] is not moving
  • The ventilation will be calculated for float charging conditions of the battery
  • We also assume that electrical precaution against charger malfunction will be provided
  • Factor of safety of 5, to accommodate faulty cells in a battery string and an aged battery this safety factor also compensates for a temperature increase up to approximately 44 °C.

The calculated minimum ventilation requirement was 43 cm2. The battery enclosure cover for the SLR fleet was supplied with two 75 cm2 mushroom style vents (inlet and outlet). The ventilation exceeded the requirements of EN 50272-2 and permitted the use of a standard cover across the various X05 fleets.

Under normal circumstances hydrogen and oxygen produced during charging would be vented externally to the enclosure through the vent / water filler hose and flame arrestor.

The battery enclosure on LRV 053 ruptured as a result of forces created by internal pressure when a flammable concentration above the LFL was ignited. The cover and debris were ejected from the LRV as there was no means of either venting the forces or containing projectiles. The four latches that secured the cover all failed in a similar manner with the lock pin failing.

The ejected cover weighed 20 kg and was airborne for approximately 4.12 seconds in which time it struck the overhead contact wire likely slowing the ascent. The cover landed approximately 6 m away from LRV 053 and posed a significant risk to any persons in the area. The chemical hazards could also have caused burns or eye damage if released when the enclosure ruptured.

The addition of deflagration venting such as frangible panels and/or secondary restraints to prevent projections from the roof of the LRV, may have reduced the potential consequences. These measures could however introduce new or different risks and would require assessment.

__________

  1. DOORS - an IBM proprietary software program used for the management of engineering requirements to track the communication, documentation and validation of the requirements.
  2. Software version B10 was not supplied to the SLR fleet.
  3. Alstom (2020). X05-SNY-LRV53-LV BATTERY Static converter SW.
  4. Euro Power Australia (2020). Battery Inspection Report, V1.1
  5. Alstom (2017). Sydney Light Rail - Preliminary Hazard Analysis, RS-PHA-SLR-ALS-D80-RST-SPE-000020_PHA_E_Ap1.
  6. Hoppecke (2016). Citadis X05, LVPS FNC, Sub System Hazard Analysis, D62109-210 ALSTOM Citadis X05_Hazard Analysis.
  7. Hoppecke (2016). Fault tree analysis, LVPS FNC 22,8V / 24V CITADIS X05, D63041-220 ALSTOM X05 FTA_global_NAT_R002.
  8. Hoppecke (2016). Safety recommendations, LVPS FNC 22,8V / 24V CITADIS X05, 62109 ALSTOM X05 Safety recommendations_R003.
  9. Hoppecke (2015). Citadis X05, Technical Offer, spsh-f104514-alstom-citadis-xo5-305aps-rev007.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors.

Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the uncontained battery failure and ejection of the battery compartment cover on LRV 053 on 3 April 2020.

Contributing factors

  • Data corruption likely occurred during the uploading of the auxiliary converter software configuration file (version B09) on some light rail vehicles, including for LRV 053. The fault rendered the battery temperature compensation ineffective, resulting in overcharging of the battery system.
  • Overcharging of the battery system depleted the battery cell electrolyte levels and generated excessive hydrogen within the batteries. Overcharging also generated excessive heat within the cells, resulting in the failure of some cell casing.
  • Flammable gases consisting of hydrogen, were released into battery enclosure in the presence of an ignition source. The gases ignited with the force of the expanding gases rupturing the battery enclosure and ejecting the cover from the roof of LRV 053.
  • Neither Alstom’s validation processes nor fault monitoring processes were sufficient to detect the overcharging of batteries prior to the event. [Safety issue]

Other factors that increased risk

  • The battery enclosure while vented was not designed to vent the forces of a deflagration or contain projectiles, resulting in the ejection of the cover.

Safety issues and actions

Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.

Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the rail industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.

All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.

Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.

Alstom's validation and fault monitoring processes

Safety issue number: RO-2020-005-SI-01

Safety issue description: Neither Alstom’s validation processes nor fault monitoring processes were sufficient to detect the overcharging of batteries prior to the event.

Train details

Train 1 details

Train operator:Transdev 
Train number:LRV 053/054 
Type of operation:Light Rail Vehicle 
Persons on board:Crew – 0Passengers – 0
Injuries:Crew – 0Passengers – 0
Damage:Substantial damage to roof mounted battery enclosure and battery cells 

Train 2 details

Train operator:Transdev 
Train number:LRV 005/006 
Type of operation:Light Rail Vehicle 
Persons on board:Crew – 0Passengers – 0
Injuries:Crew – 0Passengers – 0
Damage:Minor panel damage to LRV 005 

Train 3 details

Train operator:Transdev 
Train number:LRV 057/058 
Type of operation:Light Rail Vehicle 
Persons on board:Crew – 0Passengers – 0
Injuries:Crew – 0Passengers – 0
Damage:Minor panel damage to LRV 058 

Sources and submissions

Sources of information

The sources of information during the investigation included the:

  • Alstom Limited Australia
  • Altrac Light Rail
  • Centum Adetel Transportation Solution
  • Euro Power Australia
  • Hoppecke
  • Office of the National Rail Safety Regulator
  • Transdev
  • Transport for NSW.

References

Alstom (2017). Sydney Light Rail - Preliminary Hazard Analysis, RS-PHA-SLR-ALS-D80-RST-SPE-000020_PHA_E_Ap1.

Alstom (2020). X05-SNY-LRV53-LV BATTERY Static converter SW, 10 June 2020.

Australian Standard (2019). AS 3011.1:2019 Electrical installations - Secondary batteries installed in buildings Vented cells.

Australian Standard (2020). AS 2676.1:2020 Installation, maintenance, testing and replacement of secondary batteries in buildings Vented cells.

Brown, William J., et al., (1997). Safety Standard for Hydrogen and Hydrogen Systems: Guidelines for Hydrogen System Design, Materials Selection, Operations, Storage, and Transportation. Office of Safety and Mission Assurance, National Aeronautics and Space Administration. Accessed at: https://ntrs.nasa.gov/archive/nasa/casi.ntrs.nasa.gov/19970033338.pdf

DeHaan, John D., et al., (2012). Kirk’s fire investigation, 7th ed, p.28, 525 – 529.

European Standards. EN 50272 – 2, Safety requirements for secondary batteries and battery installations. Stationary batteries.

Euro Power Australia (2020). Battery Inspection Report, V1.1.

Hoppecke (2014). FNC R, Railway cells, TD-R-Cells_300, V3.0.

Hoppecke (2015). Citadis X05, Technical Offer, spsh-f104514-alstom-citadis-xo5-305aps-rev007.

Hoppecke (2016). Citadis X05, LVPS FNC, Sub System Hazard Analysis, D62109-210 ALSTOM Citadis X05_Hazard Analysis Battery_global_NAT_R002.

Hoppecke (2016). Fault tree analysis, LVPS FNC 22,8V / 24V CITADIS X05, D63041-220 ALSTOM X05 FTA_global_NAT_R002.

Hoppecke (2016). Safety recommendations, LVPS FNC 22,8V / 24V CITADIS X05, 62109 ALSTOM X05 Safety recommendations_R003.

Hoppecke (2019). Alstom Citadis X05, FNC rail battery system operating and installation manual, D62109-300-en08_Manual_Alstom_X05_NAT.

National Fire Protection Agency (2019). NFPA Glossary of terms.

National Fire Protection Agency (2020). NFPA 921 Guide for Fire and Explosion Investigations 2021, p.247 – 270.

Rail Industry Safety and Standards Board (2020). Glossary of Terms. Accessed at: www.rissb.com.au/glossary/

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • Altrac Light Rail
  • Office of the National Rail Safety Regulator
  • Transport for NSW.

Submissions were received from:

  • Altrac Light Rail
  • Office of the National Rail Safety Regulator.

The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.

Glossary of terms

Aesthetic Power Supply (APS) system – The APS system provides power through a ground based system with contact shoes under the intermediate car (IC) that transfers power to the vehicle. The system functions similarly to a third rail, however, the sections imbedded within the ground are only live when the vehicle crosses over that section.

Alternating current (AC) – Electrical current that reverses direction periodically.

Auxiliary converter – A auxiliary converter functions to invert direct current to alternating current. In this case the direct current supply from the overhead contact wire or APS to alternating current for use on the vehicle, as well as a DC output for battery charging.

Battery cell – A functional battery containing an assembly of electrodes, electrolyte, container, terminals and usually separators, that is a source of electric energy obtained by direct conversation of chemical energy.

Battery enclosure – a cabinet or box that provides protection against electrical contact or damage to the battery.

Catenary – In overhead electrification, the uppermost of the two overhead wires mounted above the track and supporting the contact wire.

Contact wire – A bare solid conductor being the lowest of the two overhead wires mounted directly above the track centreline. The pantographs of electric trains press against the underside of this wire and collect the current required by the train.

Combustion – A chemical process of oxidation that occurs at a rate fast enough to produce heat and usually light in the form of either a glow or a flame.

Decomposition – The transformation of a substance into simpler substances or basic elements brought about by exposure to heat, light, or chemical or biological activity.

Deflagration – Propagation of a combustion zone at a velocity that is less than the speed of sound in the unreacted medium.

Detonation - Propagation of a combustion zone at a velocity that is greater than the speed of sound in the unreacted medium.

Direct current (DC) – Electrical current that flows in one direction only.

Drivers display unit (DDU) – The display unit within the drivers compartment to display critical information to the driver.

Explosion – The sudden conversion of potential energy (chemical or mechanical) into kinetic energy with the production and release of gases under pressure, or the release of gas under pressure. These high-pressure gases then do mechanical work such as moving, changing, or shattering nearby materials.

Flammable – A combustible that is capable of easily being ignited and rapidly consumed by fire. Flammables may be solids, liquids, or gases exhibiting these qualities.

Float charging – The period of charging after a battery has fully charged and designed to maintain the battery charge.

Fibre nickel cadmium (FNC) – Hoppecke proprietary technology that refers to the metallised fibre structure within the battery cell electrode.

Frangible panels – A sacrificial panel designed to rupture or open to vent forces created through the combustion process to prevent damage to an enclosure or structure.

Light Rail Vehicle (LRV) – A vehicle used on a light rail system.

Lower flammable limit (LFL) – The lowest concentration of a combustible substance in an oxidizing medium that will propagate a flame.

Joule – The preferred international standard (SI) unit of heat, energy, or work. A joule is the heat produced when one ampere is passed through a resistance of one ohm for one second, or it is the work required to move a distance of one meter against a force of one newton.

Nickel cadmium battery (NiCd) – Storage battery which has an alkaline electrolyte, with nickel oxide as the positive element and cadmium as the negative, this type being used especially as a rechargeable battery.

Pantograph – An apparatus fixed to the roof of electric traction vehicles to draw current from the overhead supply.

Polypropylene (PP-VO) – A plastic polymer of propylene, in this instance with flame retardant characteristics.

Upper flammable limit (UFL) - The highest concentration of a combustible substance in a gaseous oxidizer that will propagate a flame.

Volts (V) – The derived SI unit of electric potential or electromotive force, defined as the difference of electric potential between two points of a conducting wire carrying a constant current of one ampere, when the power dissipated between these points is one watt.

Appendices

Appendix A – Electrolyte survey results

LRV No.SoftwareWater added (L)LRV No.SoftwareWater added (L)
001B115031B110
002B119032B110
003B110033B110
004B110034B110
005B110035B1112
006B110036B1124
007B110037B1124
008B110038B1114
009B110039B110
010B110040B1117
011B110041B1117
012B110042B1117.5
013B1120043B1126
014B110044B111
015B110045B11[1]0
016B110046B11[1]6
017B1125047B110
018B110048B110
019B110049B1120
020B110.2050B110
021B118051B1119
022B110052B1120
023B0915053B09Failed
024B0915054B0925
025B110055B1120
026B110056B1121
027B118057B1120
028B110058B113.5
029B115059B110
030B110060B110

[1] Auxiliary converter software was updated from B09 to B11 prior the completion of the survey for this vehicle.

Note: The addition of electrolyte greater than 15.4 L indicates that the battery cells on average would have been below the minimum electrolyte level.

     
Source: Alstom, modified by OTSI     

Appendix B – Battery cell assessment

Cell No.Voltage (V)[1]Voltage (V)[2]Weight (kg)[2]Observation
11.2301.2369.25Filler plug lifted and cell casing cracked.
21.2341.2289.30Filler plug lifted and cell casing cracked.
31.2351.2319.20Filler plug lifted and cell casing cracked.
41.2441.2409.35Filler plug lifted.
51.2501.2469.55Filler plug lifted and cell casing cracked.
61.2501.2469.40Filler plug lifted.
71.2381.2369.40Filler plug lifted and cell casing cracked.
81.2451.2419.45Filler plug lifted.
91.2471.0529.20

Filler plug lifted.

Cell casing melted and charred between cell 9 and 10.

101.2451.2429.55

Filler plug lifted.

Cell casing melted and charred between cell 9 and 10 and at the corner of cells 11, 12 and 13.

111.245[3]1.2409.40

Filler plug lifted.

Cell casing melted and charred between cells 10, 11, 12 and 13.

Casings for cell 11 and 12 were fused and required mechanical separation for inspection.

12.03609.40

Battery cell short circuit.

Filler plug lifted and melted internally.

Cell casing melted and charred between cells 10, 11, 12 and 13.

Casings for cell 11 and 12 were fused and required mechanical separation for inspection.

131.2481.2429.50

Filler plug lifted.

Cell casing melted and charred between cells 10, 11, 12 and 13.

Cell 12 was fused to cell 13 and required mechanical separation for inspection.

141.2531.2479.45Filler plug lifted.
151.2451.2419.45No visible damage and filler plug in situ.
161.2341.2299.15Filler plug lifted and cell casing cracked.
171.2451.2419.45Filler plug lifted and cell casing cracked.
181.2301.2259.25Filler plug lifted and cell casing cracked.
191.2531.2409.30Filler plug lifted and cell casing cracked with battery internals exposed.

[1] Voltage recorded on 15 April 2020.

[2] Voltage and weight recorded on 30 April 2020.

[3] Cell 11 was measured but the value not recorded, voltage estimated.

    
Source: Euro Power Australia and OTSI    

Purpose of safety investigations & publishing information

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information 

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2020

image_5.png

Ownership of intellectual property rights in this publication

Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.

Creative Commons licence

With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.

Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

Occurrence summary

Investigation number RO-2020-005
Occurrence date 03/04/2020
Location Randwick Depot
State New South Wales
Report release date 03/12/2020
Report status Final
Investigation level Defined
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Rail
Rail occurrence category Explosion
Occurrence class Incident
Highest injury level None

Train details

Train operator Sydney Light Rail
Train number LRV053/054
Type of operation Light Rail Vehicle
Train damage Substantial

Collision with terrain involving Cessna 172, VH-CBB, 31 km west of Mittagong, New South Wales, on 22 March 2020

Final report

Report release date: 11/11/2020

Safety summary

What happened

On 22 March 2020, a Cessna 172 aircraft, registered VH-CBB, took off from a private airfield in Canyonleigh, New South Wales, on a local private flight with the pilot and one passenger on board. Shortly after take-off, due to turbulent weather, the pilot decided to terminate the flight and return to land at the airfield. During the approach, while the aircraft was lower than the pilot had intended, it encountered turbulence. This resulted in the aircraft pitching up steeply. After the pilot corrected the aircraft’s pitch attitude, the landing gear contacted the tree canopy of a steep forested escarpment on the approach path and below the level of the runway threshold. Uncertain if the aircraft could climb above the canopy, the pilot elected to reduce power immediately and land in the trees. The pilot and passenger sustained serious injuries as a result, and the aircraft was substantially damaged.

What the ATSB found

The ATSB determined that the aircraft was on a relatively shallow approach and was at a low height above the terrain when it encountered turbulence. After recovering from the turbulence, the pilot assessed that the aircraft could not reach the runway over the steep terrain, and decided to land in trees.

Safety message

This accident highlights the importance of adopting an approach profile that mitigates the effects of gusty/turbulent conditions and being prepared to go around if the approach becomes unstable. The Flight Safety Foundation Approach-and-landing Accident Reduction briefing note 6.1 emphasises the need to be ‘go-around-prepared’ or ‘go‑around-minded’ because it is not a manoeuvre that pilots execute regularly.

 

The investigation

The occurrence

On the afternoon of 22 March 2020, the pilot of a Cessna 172A aircraft, registered VH-CBB, planned to conduct a local private flight from a private airfield at Canyonleigh, New South Wales, with one passenger on board. The pilot noted that the wind speed and direction were as forecast, which were 20 kt and west‑south‑westerly, and therefore selected runway 27[1] for take-off.

Shortly after take-off, the aircraft experienced some turbulence. The pilot and passenger assessed it was ‘not going to be a relaxing time to go for a fly’, and decided to terminate the flight. The pilot confirmed via the windsock that the wind direction had not changed since take‑off, and elected to continue onto a downwind leg of the circuit for runway 27.

When the aircraft was 1 NM from the threshold, and approximately 400 ft above aerodrome level, the pilot completed the turn onto final approach. The pilot reported having selected one stage of flap for the approach and landing. The aircraft was on approach over steep forested terrain when the pilot noticed that the approach profile was shallower than intended and that the aircraft was ‘a bit low’. In response, the pilot increased the power.

The pilot reported that the turbulence then became ‘very severe’ and the aircraft pitched up steeply. The pilot initially decided to conduct a go-around manoeuvre, but after correcting the pitch attitude, realised that the aircraft was far lower than expected, and no longer aligned with the runway. The aircraft’s wheels reportedly brushed the tree canopy on the escarpment downhill from the runway threshold. Uncertain whether the aircraft would be able to climb over the canopy to the runway, the pilot elected to reduce power and land in the trees. The aircraft came to rest approximately 50 metres short of the threshold and to the left of the runway.

Both the pilot and passenger sustained serious injuries, but they were able to exit the aircraft and contact emergency services. The aircraft was substantially damaged.

Context

Recorded data and airfield geography

OzRunways[2] information for the flight was obtained, with the final approach shown in Figure 1. A review of the flight data identified that during the second half of the approach, the aircraft’s altitude remained relatively level (highlighted segment), but the terrain beneath falls away into a deep gully then climbs towards the airfield.

Figure 1: VH-CBB approach to Canyonleigh airfield, runway 27

Figure 1: VH-CBB approach to Canyonleigh airfield, runway 27.
The recorded data rounded the aircraft’s altitude down to 100 ft increments, giving a low approximation of VH-CBB’s actual approach. Due to sudden changes in attitude and altitude, the last few data points were considered unreliable and were therefore not included in the image.
Source: Google Earth, annotated by the ATSB

The recorded data rounded the aircraft’s altitude down to 100 ft increments, giving a low approximation of VH-CBB’s actual approach. Due to sudden changes in attitude and altitude, the last few data points were considered unreliable and were therefore not included in the image.
Source: Google Earth, annotated by the ATSB

Pilot’s experience at Canyonleigh

The pilot had landed at Canyonleigh airfield about 50 times prior to the occurrence, all in VH-CBB. During previous landings on runway 27, the pilot reported sometimes making high/steep approaches and extending full flaps to ‘increase the safety margin’ while flying over the steep, heavily forested terrain. On the day of the occurrence, the pilot believed a high approach would not be necessary.

The pilot assessed that the severe turbulence encountered prior to landing was caused by rotors—a specific type of turbulence produced by mountain waves.[3] This kind of turbulence had reportedly been encountered by both the accident pilot and, to a lesser degree, the airfield owner, during previous landings on runway 27.

Meteorological information

The Bureau of Meteorology provided the following assessment of the likely weather conditions at Canyonleigh on the day of the accident:

While winds gusting to 26 knots were observed at [the nearby weather station], it is possible that the winds higher in the atmosphere were a little stronger, possibly reaching 30 knots at times. With 20 to 30 knots of wind over elevated terrain, light to moderate mechanical turbulence is likely.

With regard to the possible formation of rotors beyond the threshold of runway 27, the Bureau of Meteorology stated:

While the atmospheric conditions did not strongly favour mountain wave and rotor turbulence and no evidence of waves could be seen on satellite imagery, the presence of a temperature inversion above the ridge top with moderate winds blowing perpendicular to the ridge means that small scale waves and rotors cannot be ruled out. The terrain downstream from the threshold, sloping sharply downwards towards the valley, could cause an acceleration of the winds close to the ground, thus increasing the possibility of downward air motion as well as rotor formation. There are, however, no observations to confirm that this occurred.

Safety analysis

While on approach to runway 27, the pilot noticed the glideslope was shallower than intended and that the aircraft was low, so increased power. The aircraft then encountered turbulence, resulting in it pitching upward. The exact nature of the turbulence could not be determined, but rotors or downward air motion over the escarpment may have been present at the time.

Once the aircraft’s attitude was corrected, the pilot assessed that the aircraft was too low and close to the terrain to climb out of the valley to the runway and decided to land immediately in the trees below.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors.

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the collision with terrain involving Cessna 172, VH-CBB, on 22 March 2020.

Contributing factors

  • During a shallow approach, the aircraft encountered significant turbulence that affected the aircraft’s pitch attitude and flight profile. As a result, the pilot assessed the aircraft was too low to reach the runway and elected to land in trees.

Sources and submissions

Sources of information

The sources of information during the investigation included the:

  • pilot
  • passenger
  • airfield owner
  • New South Wales Police Force
  • Bureau of Meteorology
  • OzRunways.

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • the pilot
  • the airfield owner
  • the Bureau of Meteorology.

No submissions were received.

Decisions regarding whether to conduct an investigation, and the scope of an investigation, are based on many factors, including the level of safety benefit likely to be obtained from an investigation. For this occurrence, a limited-scope investigation was conducted in order to produce a short investigation report and allow for greater industry awareness of findings that affect safety and potential learning opportunities.

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information 

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2020

image_5.png

Ownership of intellectual property rights in this publication

Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.

Creative Commons licence

With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.

Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

__________

  1. Runways are numbered in relation to their magnetic direction rounded off to the nearest 10°. This is the runway designation. Runway 27 at Canyonleigh has a runway direction of 269° magnetic
  2. OzRunways is an electronic flight bag application that provides navigation, weather, area briefings and other flight planning information.
  3. Mountain waves are a weather phenomenon involving winds flowing over mountain ranges.

Occurrence summary

Investigation number AO-2020-020
Occurrence date 22/03/2020
Location 31 km west of Mittagong
State New South Wales
Report release date 11/11/2020
Report status Final
Investigation level Short
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Aviation
Aviation occurrence category Collision with terrain
Occurrence class Accident
Highest injury level Serious

Aircraft details

Manufacturer Cessna Aircraft Company
Model 172A
Registration VH-CBB
Serial number 47716
Sector Piston
Operation type Private
Departure point Canyonleigh Airfield, New South Wales
Destination Canyonleigh Airfield, New South Wales
Damage Substantial

Runway incursion and communication issues involving Bombardier Dash 8, VH-LQJ, Gladstone, Queensland, on 17 March 2020

Final report

Report release date: 23/02/2021

Safety summary

What happened

On the morning of 17 March 2020, a QantasLink Bombardier Dash-8-402, registered VH-LQJ (LQJ), was being taxied for a scheduled flight from Gladstone Airport, Queensland to Brisbane Airport, Queensland. There were two flight crew, two cabin crew and 34 passengers on board. At the same time, an ATEC Faeta 321, registered 24-8279 (Faeta 8279), with one instructor and student on board, was conducting circuit training at Gladstone Airport.  

At about 0645, as Faeta 8279 was on approach to conduct a touch-and-go on runway 10, LQJ entered and taxied along the runway in front of Faeta 8279. The instructor on board Faeta 8279 conducted a go-around to avoid an incident on the occupied runway.

What the ATSB found

The ATSB found that the flight crew of LQJ set the incorrect common traffic advisory frequency and did not select the appropriate traffic collision avoidance system/transponder mode during the before start checks. These errors were likely influenced by increased workload and time pressures experienced during before start preparations.

The errors went undetected during the taxi phase of flight. As a result, the flight crew’s situational awareness was significantly degraded and caused the captain and first officer to form the shared belief that no other traffic was operating in the vicinity of Gladstone Airport. This shared incorrect mental model likely impacted the efficacy of the visual scan conducted prior to entering the runway, with neither flight crew member sighting the approaching aircraft.  

What has been done as a result

Following this incident, QantasLink undertook a review of operating procedures at non-controlled airports. The procedural review included transponder activation and introduced a requirement to contact Air Traffic Control prior to entering the runway. QantasLink also provided internal communications to flight crew detailing the importance of standard operating procedures and threat management when dealing with distractions and workload.

Safety message

This incident illustrates the human factors implications associated with the combination of increased workload and time pressures. Flight crews can guard against similar outcomes by applying effective threat and error management strategies that recognise when such threats may arise and set in place suitable actions that minimise error potential. These actions include strict adherence to standard operating procedures and increased cross-checking of system inputs and mode changes.

 

The investigation

Decisions regarding whether to conduct an investigation, and the scope of an investigation, are based on many factors, including the level of safety benefit likely to be obtained from an investigation. For this occurrence, a limited-scope investigation was conducted in order to produce a short investigation report, and allow for greater industry awareness of findings that affect safety and potential learning opportunities.

The occurrence

At about 0600 Eastern Standard Time,[1] on 17 March 2020, the crew of a QantasLink Bombardier Dash-8-402 aircraft, registered VH-LQJ (LQJ), commenced pre-flight preparations for a scheduled regular public transport flight from Gladstone Airport, Queensland to Brisbane Airport, Queensland. The crew comprised the captain, first officer (FO) and two cabin crew.

It was the first flight of the day for LQJ and the scheduled departure at 0645 meant that the crew had about 45 minutes to prepare the aircraft. Shortly after arriving at the aircraft, the captain started the auxiliary power unit (APU),[2]while the FO conducted the aircraft walk around. The captain then commenced the ‘originating’ and ‘before start’ checks, which included selecting APU bleed air ‘ON’ to provide air-conditioning to the cabin. At this point the APU failed, so the captain completed the automatic APU shutdown actions.

At about 0610 during the walk around, the FO noticed a small aircraft taxi behind LQJ. This aircraft was an ATEC Faeta 321, registered 24-8279 (Faeta 8279), that was being taxied for circuit training with one instructor and one student on board. The FO made a mental note of the taxiing aircraft, finalised the walk around, and returned to the flight deck to complete the remainder of the pre-flight preparations.

The captain and FO then restarted the APU, but it failed for a second time when APU bleed air was selected ‘ON’. At about the same time, a ground crew member attended the flight deck to inform the captain and FO that a ‘person in custody’[3]and their police escort would be travelling on the flight. The captain left the flight deck to review the person in custody paperwork and brief the cabin crew on the custody arrangements. The person in custody and their escort then boarded the aircraft, with the remainder of the flight’s 34 passengers boarding a short time later.

At about 0622, Faeta 8279 commenced circuit training using runway 28. The occupants of Faeta 8279 made regular positional broadcasts on the Gladstone Airport common traffic advisory frequency (CTAF) [4]throughout the training activity.

Meanwhile, on board LQJ, the captain returned to the flight deck and elected to apply the Minimum Equipment List (MEL)[5] to the APU system. The captain and FO then actioned the procedures required to apply the MEL with remote support provided by QantasLink maintenance engineers. Completing this task took the crew 5-10 minutes.

Once the MEL had been finalised, the captain and FO undertook the remainder of the before start checks, but omitted to set the traffic collision avoidance system (TCAS)[6]/transponder[7] to ‘ON ALT’ and to select the Gladstone CTAF in VHF COM 2.[8]The CTAF omission was identified by the FO during the departure briefing and subsequently addressed. However, the FO entered the incorrect frequency of 126.7 MHz instead of 118.8 MHz, which was the correct frequency for the Gladstone CTAF.

At 0643, a pilot in Faeta 8279 made a CTAF broadcast advising traffic that the aircraft would be changing runway direction for a touch-and-go on runway 10. The captain and FO of LQJ did not receive this broadcast as they were monitoring the incorrect frequency.

The weather at the time was reported as being a wind from 201 degrees magnetic at 6 knots, no cloud, and a visibility of 43 km. As the wind did not favour either runway, the flight crew of LQJ elected to use runway 28 to avoid departing towards the rising sun. This required a short taxi from bay 3 to the A5 intersection, and a right turn to enter and backtrack runway 28 (Figure 1 and Figure 2).

 Figure 1: Overview of VH-LQJ taxi routing

figure-1.png

Source: Google Earth, annotated by the ATSB

Figure 2: Gladstone aerodrome chart

figure-2.png

Source: Airservices Australia, annotated by ATSB

At 0643:38, the FO made a broadcast on the incorrect CTAF using VHF COM 2 and LQJ was taxied from its parked position on bay 3.

At 0644:23, the FO made a second broadcast on the incorrect CTAF as the aircraft taxied towards the A5 intersection.

At 0644:29, a pilot in Faeta 8279 made a broadcast on the Gladstone CTAF advising traffic that the aircraft was on short final for a touch-and-go on runway 10. The flight crew of LQJ did not receive this broadcast either.

The captain and FO conducted a visual scan as LQJ neared the A5 intersection, but neither flight crew sighted Faeta 8279 on approach for runway 10. At about 0645, LQJ was taxied onto the runway in front of the approaching Faeta 8279. In response, the instructor on board Faeta 8279 commenced a go-around and attempted, unsuccessfully, to contact LQJ on the Gladstone CTAF. 

At 0645:02, as LQJ backtracked along the runway, the FO made a taxi report to Brisbane Centre[9] using VHF COM 1. A secondary surveillance radar transponder code[10] was provided to LQJ and the captain entered it into the transponder. Shortly afterwards, the captain identified that the TCAS/transponder was not appropriately set and selected it to ‘ON ALT’.

At 0645:42, the TCAS presented the flight crew with a traffic advisory[11] indicating climbing traffic above LQJ. The traffic – Faeta 8279 – was subsequently sighted by the captain and FO climbing in an easterly direction overhead the airport.

The captain and FO checked the frequency set in VHF COM 2 and identified the incorrect frequency selection. The frequency was changed to the correct frequency of 118.8 MHz and the FO made a broadcast at 0646:29 advising that LQJ was ‘entering and backtracking’ runway 28.

At about 0646:36, a pilot in Faeta 8279 replied to LQJs broadcast, but the flight crew of LQJ did not respond to Faeta 8279’s transmission. A short time later, the instructor in Faeta 8279 broadcast the intention to manoeuvre for runway 28 to allow LQJ to depart. At about 0648, LQJ commenced its take-off from runway 28.

Context

Air Traffic Control communications

The captain and FO elected to delay the taxi report to Brisbane Centre until LQJ had entered the runway. This was due to the shared understanding that the Gladstone Airport terminal buildings shield VHF transmissions and prevent contact being made with Brisbane Centre when parked on bay 3. QantasLink procedures permit an aircraft to be moved to an alternate location when communications with air traffic services are not possible on the bay.

Human factors

The same crew had flown LQJ into Gladstone Airport the evening prior, arriving at about 1900 on 16 March 2020. The crew then stayed overnight in local hotel accommodation. Both the captain and FO reported no fatigue issues associated with the overnight stay, and an assessment of the flight crew’s previous 14-day roster did not identify any significant fatigue risk factors.

During pre-flight preparations, the captain and FO encountered a number of unanticipated events and distractions, including two APU failures, boarding of a person in custody, and application of a MEL to the APU system. The additional actions, due to these events, increased their workload.

On the morning of the incident, neither the captain nor the FO recalled listening for an aerodrome frequency response unit (AFRU)[12] reply to the two broadcasts made on the incorrect frequency. The first broadcast took place when both flight crew members recall increased workload associated with the turn off bay 3. The second CTAF broadcast was made mid-way through the short taxi to the runway intersection.

Prior to entering the runway, the captain recalled believing there was no other aircraft in the vicinity of Gladstone Airport as the crew had not heard any broadcasts on VHF COM 2 and there was no traffic indicating on the TCAS display. The FO recalls making reference to the small aircraft that had been sighted during the walk around checks. However, given the elapsed time since the sighting, combined with the lack of transmissions received on VHF COM 2, the FO concluded that the traffic was no longer in the vicinity of the airport.

Safety analysis

This was the first flight of the day for LQJ and the crew had about 45 minutes to complete all pre‑flight preparations prior to the scheduled departure time of 0645. During this period, the captain and FO encountered several unanticipated events and distractions, including the APU failure and person in custody paperwork, that required additional actions to be performed within the allocated timeframe. These interruptions and additional actions within a defined time period added workload and time pressures.

The combination of increased workload and time pressures is known to result in degraded information processing, increased errors, the tunnelling of attention, and an increased reliance on familiar strategies or actions (Staal, 2004). This response to workload and time pressures likely resulted in the flight crew’s omission of the two ‘before start’ checklist items and the selection of the incorrect frequency in VHF COM 2.

The frequency selection error was further compounded by the flight crew not recognising an absence of AFRU reply when making radio calls on the incorrect frequency. As a result, the captain and FO were not aware that they were monitoring and broadcasting on the incorrect CTAF.

The flight crew’s inadvertent omission of the TCAS/transponder selection resulted in the captain and FO incorrectly believing the TCAS would alert them to the presence of any transponder equipped aircraft that were operating in the vicinity of Gladstone Airport.

As a result of the frequency selection and TCAS/transponder errors, the flight crew’s situational awareness was significantly degraded resulting in the captain and FO forming the shared belief that no other traffic was operating in the vicinity of Gladstone Airport. This shared incorrect mental model likely impacted the efficacy of the visual scan conducted by the flight crew as they neared the A5 intersection. Consequently, neither flight crew member identified the approaching aircraft and LQJ was taxied onto the runway in front of Faeta 8279. The instructor on board Faeta 8279 conducted a go-around to avoid an incident on the occupied runway.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors. 

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the runway incursion involving Bombardier Dash-8-402, registered VH-LQJ, at Gladstone Airport, Queensland, on 17 March 2020.

Contributing factors

  • The flight crew of VH-LQJ were not aware that light aircraft 24-8279 was on approach and taxied onto the runway in front of it. Consequently, the pilot of 24-8279 had to conduct a go‑around.
  • The visual scan by the flight crew of VH-LQJ before entering the runway did not identify the approaching 24-8279, probably because of their degraded situational awareness.
  • Increased workload and distractions while preparing VH-LQJ for departure led to the crew not setting the correct radio frequency and the appropriate mode on the traffic collision avoidance system/transponder. Without these essential aids to situational awareness, neither pilot developed an accurate mental model of the traffic.

Safety actions

Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. The ATSB has been advised of the following proactive safety action in response to this occurrence.

Safety action by QantasLink

Following this incident, QantasLink undertook a review of operating procedures at non-controlled airports. The procedural review included transponder activation and introduced a requirement to contact Air Traffic Control prior to entering the runway. QantasLink also provided internal communications to flight crew detailing the importance of standard operating procedures and threat management when dealing with distractions and workload.

Sources and submissions

Sources of information

The sources of information during the investigation included:

  • the flight crew of VH-LQJ
  • the pilot in command of 24-8279
  • QantasLink
  • Avdata
  • Civil Aviation Safety Authority
  • Airservices Australia.

References

Staal MA 2004, Stress, cognition, and human performance: A literature review and conceptual framework, National Aeronautics and Space Administration Technical Memorandum NASA/TM-2004-212824.

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the crew of VH-LQJ, the pilot in command of 24-8279, QantasLink, and the Civil Aviation Safety Authority.

Submissions were received from QantasLink and the captain of VH-LQJ.

The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information 

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2021

image_5.png

Ownership of intellectual property rights in this publication

Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.

Creative Commons licence

With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.

Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

__________

  1. Eastern Standard Time (EST): Coordinated Universal Time (UTC) + 10 hours.
  2.  An auxiliary power unit is a small turbine engine that is normally located in the tail of an aircraft and supplies power to aircraft systems independently of ground support equipment.
  3.  A ‘person in custody’ is a person who is in custody under an Act of Parliament, including a law of a State or Territory, that needs to travel by air.
  4.  A common traffic advisory frequency is a designated frequency on which pilots make positional broadcasts when operating in the vicinity of a non-controlled aerodrome or within a broadcast area.
  5.  A Minimum Equipment List (MEL) allows the continued operation of aircraft with certain equipment inoperative, subject to specified conditions.
  6.  A traffic collation avoidance system (TCAS) monitors the airspace around an aircraft for other traffic equipped with a corresponding active transponder and gives warning of possible collision risks.
  7.  A transponder is a receiver/transmitter fitted to an aircraft which will generate a reply signal upon proper interrogation; the interrogation and reply being on different frequencies..
  8.  The VHF COM 2 is one of two VHF transceivers available on the aircraft.
  9.  Brisbane Centre is the air traffic control area control centre responsible for the flight information region within which Gladstone Airport is located.
  10.  The number assigned to a particular multiple-pulse reply signal transmitted by a transponder in Mode A or Mode C.
  11.  A traffic advisory is an indication given to the flight crew that a certain intruder is a potential threat.
  12.  An Aerodrome Frequency Response Unit (AFRU) is a device installed at non-controlled aerodromes that will provide an automatic response when pilots transmit on the CTAF for the aerodrome at which it is installed.

Occurrence summary

Investigation number AO-2020-019
Occurrence date 17/03/2020
Location Gladstone Airport
State Queensland
Report release date 23/02/2021
Report status Final
Investigation level Short
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Aviation
Aviation occurrence category Runway incursion
Occurrence class Incident
Highest injury level None

Aircraft details

Manufacturer Bombardier Inc
Model DHC-8-402
Registration VH-LQJ
Serial number 4414
Aircraft operator Sunstate Airlines (Qld)
Sector Turboprop
Operation type Air Transport High Capacity
Departure point Gladstone Airport, Queensland
Destination Brisbane Airport, Queensland
Damage Nil

Aircraft details

Registration 24-8279
Serial number F770912A
Sector Other
Operation type Private
Departure point Gladstone Airport, Queensland
Destination Gladstone Airport, Queensland
Damage Nil

Landing gear damage involving Airbus A320, VH-VFL, near Sydney, New South Wales, on 5 March 2020

Final report

Report release date: 12/02/2021

Safety summary

What happened

On the afternoon of 5 March 2020, an Airbus A320, registered VH-VFL and operated by Jetstar Airways landed at Proserpine, Queensland, on a scheduled passenger service from Sydney, New South Wales. On the walk around after landing, damage was found to the nose gear landing light and the left main landing gear, including a pierced hydraulic brake line.

Fluid was subsequently found in the landing gear wheel well. No evidence of a strike or foreign object debris was found on the runway at Proserpine or Sydney. There was no indication that the aircraft had been struck by ground support equipment prior to departure from Sydney, and no recent maintenance had been performed on the left main landing gear.

What the ATSB found

The ATSB determined that the nose gear landing light was probably struck and damaged during departure from Sydney. However, the source of the damage could not be determined. The glass lens from the nose gear landing light most likely struck the main landing gear, resulting in the pierced hydraulic brake line.

Safety message

Visual inspections play an important role in maintaining the safety of an aircraft. In this case, a vigilant flight crew identified damage that could have otherwise impacted on the safety of future flights. Flight crew are encouraged to be attentive in their post-flight inspections, even when the flight has been completed without incident.

 

The investigation

Decisions regarding whether to conduct an investigation, and the scope of an investigation, are based on many factors, including the level of safety benefit likely to be obtained from an investigation. For this occurrence, a limited-scope investigation was conducted in order to produce a short investigation report, and allow for greater industry awareness of findings that affect safety and potential learning opportunities.

The occurrence

At 1308 Eastern Standard Time[1]on 5 March 2020, a Jetstar Airways (Jetstar) Airbus A320‑232 registered VH-VFL, completed a scheduled passenger flight from Sydney, New South Wales to Proserpine, Queensland. During the subsequent walk around the flight crew noticed damage to the aircraft’s undercarriage, specifically:

  • the nose gear landing light was damaged
  • the left main landing gear (MLG) brake hydraulics were pierced, with fluid visible on the apron, tyres and gear assembly
  • a metal conduit carrying wiring for the left MLG was deformed.

After the damage was found, a member of the cabin crew recalled hearing a ‘deflation noise’ while on descent into Proserpine. There was no visible biological evidence that might indicate a wildlife strike. Therefore, given the extent and nature of the damage, Jetstar reported that a remotely piloted aircraft (RPA) may have collided with the aircraft.

Runway inspections were subsequently conducted at Sydney and Proserpine, however no debris or any evidence of an impact could be found at either location. Jetstar reviewed the flight data but could not identify anything that might indicate a strike had occurred. The flight data did not record the condition of the landing light or the level of hydraulic fluid in the MLG brake line.

Context

Aircraft damage description

Figure 1 shows the damage to the nose gear landing light at the time of the post‑flight walk around. Most of the lamp was missing, with a small fragment still attached to the socket. In the background of the image, the damaged left MLG can be seen. The broken nose gear landing light was inspected by the manufacturer, but there was no comment made regarding possible reasons for the damage.

Figure 1: Damaged nose gear landing light

figure-1.png

Source: Jetstar Airways, annotated by the ATSB

Figure 2 shows the damage found on the left-hand MLG wiring conduit and the adjacent brake hydraulic line. Fluid can be seen on the apron as well as the tyres. A subsequent inspection of the aircraft found more fluid in the wheel well of the left main landing gear.

Figure 2: Main landing gear damage

Main landing gear damage

Source: Jetstar Airways, modified by the ATSB

Ground handling and maintenance

The maintenance history of VH-VFL was reviewed to determine if some or all of the landing gear damage could have been due to some earlier maintenance activity, or if tooling might have been left in the wheel well, resulting in the damage to the MLG observed. However, prior to the occurrence, the aircraft had completed 35 scheduled flights since any maintenance was performed on the landing gear.

There were no reported incidents of damage from ground support equipment prior to departure from Sydney, but there was there was no CCTV footage available to confirm this.

Landing gear design and operation

The nose gear landing light used a halogen lamp. The lens was made of glass, but it included a polycarbonate lens cover described by the manufacturer as very resistant to thermal shocks and mechanical impacts. An undamaged halogen lamp, installed on an A320, is shown in Figure 3.

Figure 3: Undamaged nose gear landing light with polycarbonate cover

undamaged nose gear landing light with polycarbonate cover

Source: Jetstar Airways

The damaged main landing gear hydraulic line was responsible for actuating the wheel brakes. The line would pressurise when the brakes were applied via pilot input or the automatic brake system. One function of the automatic brake system was to apply the brakes during landing gear retraction, to prevent wheel rotation.

Hydraulic line examination

The pierced hydraulic line was sent to the ATSB for examination. The line was confirmed to be a titanium-aluminium alloy, per the manufacturer’s specifications. The damage observed was consistent with a concentrated external force resulting in the puncture.

Scanning electron microscopy, including backscattered electron imagery[2] and energy-dispersive X-ray spectroscopy[3] was conducted on the damaged section of line. Figure 4 shows a foreign material identified around the damaged area.

Figure 4: Backscattered electron image of the hydraulic line damage

Backscattered electron image of the hydraulic line damage

The darker regions indicate a foreign material is present, consisting of lighter elements than the titanium-aluminium line.

Source: ATSB

Energy dispersive X-ray spectroscopy identified the foreign material as a combination of silicon and oxygen. At higher magnifications, the foreign material appeared to have a granular, crystalline structure. The structure and composition of the foreign material indicated that it was most likely silica, otherwise known as silicon dioxide. Silica is the primary ingredient in most forms of glass.

Safety analysis

The polycarbonate cover on the nose gear landing light would likely have prevented it from disintegrating due to thermal stress, such as from a blown bulb. Therefore, the damage to the light indicated by the recovered bulb fragments was probably the result of an impact. The bulb fragmented despite the presence of the polycarbonate cover, indicating that the light was struck with considerable force. Given their proximity to each other and the nature of the damage, the punctured hydraulic line and deformed metal wiring conduit were also considered to be the result of an impact.

Examination of the damaged hydraulic line identified traces of what was most likely glass. The most probable source of the damage to the hydraulic line and wiring conduit was the glass lens of the nose gear landing light. Other potential sources of damage, such as ground support equipment or foreign object debris could not be ruled out, however there was no evidence found to support these.

Both impacts most likely occurred during the flight between Sydney and Proserpine, since no damage was reported following the previous flight, or during pre-flight inspections in Sydney. Fluid found in the main landing gear (MLG) wheel well likely came from the punctured hydraulic line. The fluid was probably discharged into the well when the crew raised the landing gear during departure from Sydney, as the line would have been pressurised, and the gear was not retracted. 

again prior to the damage being found. It is therefore likely that the MLG damage occurred during departure from Sydney, rather than via a remotely piloted aircraft (RPA) while on descent into Proserpine, since damage on descent would not explain the fluid found in the wheel well. As such, the noise heard by the cabin crew member was probably unrelated to the occurrence.

The source of the impact to the nose gear landing light could not be determined. It is possible the aircraft struck a bird or an RPA during departure from Sydney, or foreign object debris during its take-off roll. It should be noted, however, that no debris was found during runway inspections at Sydney Airport and there was no visible biological evidence of a wildlife strike.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition, ‘other findings’ may be included to provide important information about topics other than safety factors.

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the landing gear damage involving Airbus A320 VH-VHL, on 5 March 2020.

Contributing factors

  • On departure from Sydney, the nose gear landing light was probably struck and damaged by an unknown object. Consequently, part of the nose gear landing light lens likely impacted and damaged the main landing gear.

Sources and submissions

Sources of information

The sources of information during the investigation included:

  • Jetstar Airways
  • the nose gear landing light manufacturer.

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • Jetstar Airways
  • Airbus
  • the nose gear landing light manufacturer
  • French Bureau of Enquiry and Analysis for Civil Aviation Safety (BEA).

A submission was received from:

  • Jetstar Airways.

The submission was reviewed and, where considered appropriate, the text of the report was amended accordingly.

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information 

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2021

image_5.png

Ownership of intellectual property rights in this publication

Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this report publication is owned by the Commonwealth of Australia.

Creative Commons licence

With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence.

Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work.

The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau

Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you wish to use their material, you will need to contact them directly.

__________

  1. Eastern Standard Time (EST): Coordinated Universal Time (UTC) +10 hours.
  2. Backscattered electron imagery involves firing an electron gun at a subject and detecting electrons that scatter off its surface. Heavy elements scatter more electrons than light ones, so appear brighter.
  3. Energy-dispersive X-ray spectroscopy identifies the chemical elements within a sample by measuring how the elements interact with X-rays.

Occurrence summary

Investigation number AO-2020-018
Occurrence date 05/03/2020
Location Near Sydney Airport
State New South Wales
Report release date 12/02/2021
Report status Final
Investigation level Short
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Aviation
Aviation occurrence category Hydraulic
Occurrence class Incident
Highest injury level None

Aircraft details

Manufacturer Airbus
Model A320-232
Registration VH-VFL
Serial number 5489
Aircraft operator Jetstar Airways
Sector Jet
Operation type Air Transport High Capacity
Departure point Sydney Airport, New South Wales
Destination Proserpine Airport, Queensland
Damage Minor

Safeworking irregularity involving passenger trains 1898 and 18A0, near Thorneside, Queensland, on 7 March 2020

Final report

Report release date: 19/12/2023

Safety summary

What happened

In the early morning of 7 March 2020, a maintenance work group was undertaking work between Thorneside Station and Birkdale Station on the Cleveland rail corridor in Brisbane, Queensland. Queensland Rail (QR) was the rail infrastructure manager of the rail corridor. The work involved replacing a defective section of track.

A planned closure was due to commence at 0218, during which the replacement of the rail track would be done under a track occupancy authority (TOA) with in-field protection. Prior to the planned closure, the work group conducted preparatory work under a TOA which did not require  in-field protection.  

Soon after 0100, an excavator operator was directed by a member of the work group (the recipient) to access the running tracks. However, at that time the rail corridor was open for normal rail traffic activity.

At about 0108, a suburban passenger train was involved in a near collision with the excavator near Thorneside. With the train speed greater than 90 km/h, the driver of the suburban train noticed the excavator on the running tracks and applied the emergency brake. At about the same time, the excavator operator identified the oncoming train and initiated emergency measures, removing the machine from the running tracks as the train passed at a speed of about 61 km/h.

The train stopped 75 m past the incident site. The network control officer (NCO) subsequently approved the driver to continue after being informed that the excavator was clear of the tracks. However, the excavator was still within the (3 m) danger zone, less than 1 m from the nearest rail.

The excavator operator was directed by the work group supervisor to remove the excavator. As the excavator operator was about to do so, at 0137, there was a second near collision when another suburban passenger train passed through the incident site at 60 km/h (after applying emergency braking). The excavator operator had to jump clear down an embankment to escape danger as the train passed.

What the ATSB found

The network pre-start briefing for the work group was conducted at the Cannon Hill depot before the workers departed for the worksite. However, the ATSB found that the lead protection officer (PO), assistant PO and the excavator operator were not included in the briefing, which denied them and the work group of essential safety information applicable to their roles and responsibilities.

There were also limitations with a number of subsequent communications processes after the work group arrived at the worksite. The lead PO was not informed of or aware that the excavator had arrived at the worksite. Consequently, when the NCO notified the PO of a track fault indication (associated with the on-tracking of the excavator) and asked if there was any equipment on-track, the PO had an incomplete mental model of the work group and advised the NCO that there was no equipment on-track at that time.

In addition, without gaining the necessary permission, the recipient had directed the operator of the excavator to on-track under the incorrect assumption the planned closure had commenced, and the worksite was protected by a TOA with in-field protection and train activity on the rail corridor had ceased. The recipient had misinterpreted the situation due to misinterpreting an instruction from the team leader and a combination of other situational factors.

Following the first near collision, communications between the emergency hotline contact (in the network control centre) and the lead PO, and between the lead PO and the work group supervisor, did not clarify that, although the excavator was off the track, it was still in the danger zone. The supervisor also directed the excavator operator to remove the excavator from the danger zone without gaining the necessary authority from the NCO or confirming that rail traffic had been stopped. This omission contributed to the second near collision.

Some of these communication problems were associated with personnel not using appropriate rail terminology when conducting safety-critical communications. The ATSB found that the Queensland Network Rules and Procedures did not provide sufficient guidance for rail safety workers to ensure they used standardised rail-specific terminology when communicating safety‑critical information.  

Network pre-start briefings are a critical control in place to manage the risk of collisions between rail traffic and workers and machinery, and Queensland Rail had undertaken significant work in recent years to improve these processes. However, the ATSB found that the design of the first-line assurance activities and the limited conduct of second-line and third-line assurance activities provided only limited assurance that the worksite protection aspects of the briefings were being conducted effectively.

What has been done as a result

Soon after the incident, on 10 March 2020, Queensland Rail (QR) issued a critical safety alert (CSA) directed to protection officers (POs) and their supervisors and managers, and all infrastructure workers and their supervisors and managers. The alert outlined a number of key actions, including that all workers must attend a prestart briefing prior to entering the rail corridor (and the briefing must include the PO giving the rail safety component of the briefing). In addition, all workers could not access the danger zone without being given permission by their supervisor, and the supervisor could not allow workers to enter the danger zone until they had received advice from the PO that required protocols were in place.

As a result of the incident, QR subsequently entered an enforceable voluntary undertaking (EVU) with the Office of the National Rail Safety Regulator (ONRSR). As part of the EVU, QR committed to 13 initiatives to improving planning processes for track access, the safeworking control framework, capability of safety-critical workers and effectiveness of safety assurance and performance. As of 1 November 2023, 12 of the 13 initiatives had been externally verified as closed and QR advised that the final initiative was on track for completion by 31 December 2023.

In addition to the EVU initiatives, QR has proactively introduced safety actions in response to this incident by:

  • redeveloping the protection officer training package
  • delivering communication training for all rail corridor workers
  • implementing a first-line assurance activity focused on the effective use of rail-specific terminology and a range of other technical and non-technical skills when communicating safety-critical information
  • developing targeted first and second-line assurance activities to measure the effectiveness of the improved pre-start briefing process.  

Safety message

Substandard network pre-start briefings and communication irregularities have been identified as contributors to railway accidents in Australia and abroad. However, with this knowledge, rail infrastructure managers and track workers are still experiencing problems with the application of effective safety-critical communication, and assurance that network pre-start briefings are conducted in accordance with procedures designed to manage safety risks. It is essential that all workers attend a network pre-start briefing prior to entering the rail corridor and fully understand the worksite protection that is in place for their activities. It is also vital that workers use standardised railway terminology when conducting safety-critical communications to minimise the potential for misunderstanding.

In a safety-critical work environment that fundamentally relies on procedural controls, it is vital that first-line assurance activities are appropriately designed to provide an accurate account of key work practices being assessed, and that sufficient higher level assurance activities are conducted to provide confidence in the results of the first-line assurance activities. The absence of accurate information limits the ability of an organisation to learn and continuously improve safety.

 

The occurrence

Overview

In the early morning of 7 March 2020, a maintenance work group was undertaking work between Thorneside Station and Birkdale Station on the Cleveland rail corridor in Brisbane, Queensland. Queensland Rail (QR) was the rail infrastructure manager of the rail corridor.

At about 0108 local time, a QR suburban passenger train, with passengers on board, almost collided with an excavator while it travelled along the rail tracks near Thorneside. While personnel were attempting to remove the excavator from the danger zone[1] of the rail corridor, a second near collision occurred involving another suburban passenger train.

Pre-work arrangements

The maintenance work group was tasked with replacing a defective section of railway track located between Thorneside and Birkdale stations. The following personnel were involved in the maintenance work:

  • a QR depot supervisor
  • a QR work group team leader (acting as the supervisor of the maintenance task under the guidance of the depot supervisor)
  • 4 QR maintenance personnel, including the operator of a front-end loader and one worker performing the role of the recipient.[2]

In addition, the following contractors were involved in the track maintenance work:

  • a welder
  • a labourer   
  • 2 protection officers[3] (POs), (lead PO and an assistant PO)
  • an excavator operator.

The ‘planned closure’[4] was scheduled to start at 0218 on 7 March and involved the use of a track occupancy authority[5] (TOA) with in-field protection (sometimes known as a ‘protected TOA’).

At 2100 on 6 March 2020, the QR personnel, the labourer and the welder commenced their shift at the Cannon Hill depot in Brisbane. The supervisor and team leader discussed planning for the task and potential contingencies if there were delays. The team leader and members of the work group, who signed on at the depot, then prepared the work truck with the necessary tools for the worksite, while the supervisor planned the work schedule from their office.

At about 2130, the team leader gathered the work group members who were present for a network pre-start briefing[6] at the depot. The brief discussed the nature of the work task as well as the hazards and controls that would be applied. The work group was told that it was likely that preparation work at the worksite would occur prior to the planned closure using a TOA without in‑field protection (sometimes known as an ‘unprotected TOA’). The POs and the excavator operator were not involved in the pre-start briefing at the Cannon Hill depot.

After completing the network pre-start briefing, the team leader and members of the work group signed the relevant section of the Network Pre-Start Briefing form (MD-15-43), verifying they were present and that they understood the requirements of the briefing.

At about 2200, the work group members at the Cannon Hill depot travelled to the worksite at Thorneside, stopping briefly to purchase refreshments. At the same time, the POs arrived at the Cannon Hill depot to meet with the supervisor to discuss work arrangements, in particular the protection at the worksite. The supervisor communicated the potential for performing preparation work prior to the planned closure under the safeguard of a TOA without in-field protection,[7] which would require protection arrangements for the period of the preparation work in addition to those published in the train notice[8] for the planned track closure. Following the discussion between the supervisor and the POs, the team leader was provided with an overview of the proposed arrangements.

The lead PO contacted the network control officer (NCO) to discuss the proposed arrangements. The NCO checked their train diagram[9] and confirmed with the PO that there was availability to instate a TOA without in-field protection for the preparation work that allowed workers access to the track between trains for brief periods. As the NCO was nearing the end of their shift, they stated that they would inform the incoming NCO of the proposed work on track arrangement and the agreed protection for that work.

At about 2215, the team leader departed the Cannon Hill depot and travelled to the worksite at Thorneside. Shortly after, the POs and the supervisor also left the depot and travelled to the worksite in separate vehicles.

Preparation work

At about 2235, the team leader and members of the Cannon Hill work group arrived at the work group entrance gate to the rail corridor at Thorneside (located at the 23.645 km mark),[10] which was about 340 m east of the actual worksite (Figure 1). The team leader directed the recipient and the front-end loader operator to travel to Thorneside Station to collect the front-end loader that was required at the worksite.

At about 2245, the POs arrived at the work group entrance gate. The team leader and lead PO discussed the required protection arrangements for the preparation work, and the PO then briefed the work group members who were present about these arrangements.[11] The supervisor had not arrived at the worksite at this time. The PO explained that work in the danger zone would be for short periods, which would occur between train activity under the safeguard of a TOA without in‑field protection. The PO then contacted the NCO and the paperwork relevant to this TOA was completed. At about that time, the supervisor arrived at the entrance gate.

The TOA without in-field protection was issued to the lead PO at 2252 and it was suspended 10 minutes later at 2302. In that period, the PO, supervisor, and team leader entered the rail corridor through the entrance gate and walked to the worksite to evaluate the track defect and work requirements. While the TOA was suspended, they stood clear of the danger zone and 2 suburban passenger trains passed the site.

The TOA was reinstated at 2322 and suspended at 2333. In that period, at the request of the team leader, 4 members of the work group walked from the entrance gate to the worksite to perform preparation work, while the team leader returned to the entrance gate to measure a length of rail that had been placed in the rail corridor days earlier. The length of rail was to be cut to size in preparation for the replacement of the track defect at the worksite. The lead PO and supervisor remained at the worksite.

At 2325, the excavator operator, who was required for the planned closure (but not the preparation work) contacted the supervisor to obtain information about the location of the worksite. The supervisor directed the excavator operator to travel to the work group entrance gate and wait for instructions.

The excavator operator arrived at the entrance gate at about 2335, where they were met by the team leader and members of the work group. The excavator operator requested a worksite briefing but was told to wait until further notice as the excavator was not required until the planned closure and after the preparation work was finished. After completing several tasks, the team leader discussed the work arrangements with the excavator operator and requested the operator sign the network pre-start briefing form, which was signed. The excavator operator was not provided a formal network pre-start briefing and was not provided with any briefing about worksite protection arrangements by the lead PO. The PO was not informed or aware that an excavator had arrived at the worksite.

The team leader advised the excavator operator not to unload the excavator from the truck as passage through the work group entrance gate was not suitable for the excavator (as cement troughing was blocking its path). Consequently, the team leader directed the excavator operator to travel to another entrance gate further east, located at the 24.117 km mark (Figure 1), and wait for further instructions. In addition, the team leader advised the excavator operator to complete all documentation pertaining to the excavator accessing the rail corridor in readiness for the planned closure. The excavator operator then travelled to the next entrance gate, unloaded the excavator from the truck, and prepared the relevant paperwork.

Figure 1: Places of interest relevant to the worksite and the entrance gates

Figure 1: Places of interest relevant to the worksite and the entrance gates

The image shows Thorneside Station, the worksite, entrance gates for the work group and the excavator and near collision location.

Source: Google earth, annotated by the ATSB

The TOA was reinstated at 0022 (on 7 March) and suspended at 0033. In that period, members of the work group walked from the worksite back to the work group entrance gate as preparation work at the worksite had been completed. The only remaining work activity prior to the planned closure was to load the bucket of the front-end loader with tools and equipment in readiness for transportation from the entrance gate to the worksite. At this time, the front-end loader was in the rail corridor near the entrance gate, but on the opposite side of the rail tracks to that of the entrance gate, work truck and work group.

While the TOA was suspended, the recipient, who had assisted in preparing the worksite, travelled by car to meet with the excavator operator at the other (excavator) entrance gate. The recipient and the excavator operator completed the necessary documentation in relation to the height limiter[12] on the excavator. The recipient advised the excavator operator that they required additional information on the state of the planned closure before they could grant access to the rail corridor. The recipient then travelled back to the work group entrance gate.

At 0051, as the recipient arrived back at the work group entrance gate, the TOA was reinstated. The team leader communicated an instruction to the work group ‘it’s on’, by which they meant the TOA had been reinstated and tools and equipment could be transferred from the work truck into the front-end loader.

On-tracking of the excavator

The recipient heard the team leader’s instruction and witnessed the work group loading the front‑end loader and assisted with the loading. Soon after, the operator of the front-end loader gave the recipient the height limiter key, which was a requirement before machinery could perform work on track under live overhead equipment. In interview, the recipient stated that the combination of these events gave them the impression that the planned closure was now in force.

In the belief that the planned closure was now active, the recipient contacted the electric control officer[13] (ECO), in accordance with procedures, to inform them about the location of the worksite and the number of machines (excavator and front-end loader) at the worksite.

Without seeking or receiving confirmation from the relevant personnel (team leader, supervisor, or PO) on the state of work and protection arrangements, the recipient travelled back to meet with the excavator operator at the (excavator) entrance gate. The recipient informed the excavator operator that the planned closure was active and that they could on-track the excavator, and the recipient unlocked the access gate.

Meanwhile, at the work group entrance gate, the team leader instructed all the workers there to stand down. At 0102, the lead PO, who was unaware that the recipient had directed the excavator operator to on-track the excavator, suspended the TOA and advised the NCO that preparation work was complete and there would be no further work until the planned closure at 0218. On receipt of the suspend code,[14] the NCO suspended the block,[15] and then set the signal path for a suburban passenger train (1898) to travel from Thorneside to Cleveland (eastward).

Shortly after the TOA for the preparation work was suspended, the excavator was driven into the rail corridor and, with the aid of its boom arm and bucket, the operator pulled the upper frame of the excavator onto the track and placed its guide wheels on the running tracks. The recipient advised the excavator operator to proceed towards Thorneside where they would be met. The recipient then returned to the work group entrance gate by car.

Track fault

At 0106:55, while train 1898 was stationary at Thorneside Station, the signalling system detected a track section between Thorneside and Birkdale was occupied. This detection momentarily generated a ‘failed track’ message on the monitor of the NCO’s workstation. At 0107:01 the track recovered, and at 0107:19[16] the passenger train departed the station.

As the indication of the failed track was in the vicinity of the work group, it prompted the NCO to contact the lead PO and question the whereabouts of the work group and machinery in relation to the running line. The NCO asked the PO if anyone in the work group had ‘gone on or near the track’, to which the PO replied ‘no’. The NCO further stated, ‘I’ve had a track fail and recover, which is most unusual, within the extremities of your TOA … which seems a bit odd’.

The lead PO ended the conversation by reassuring the NCO that everyone in the work group was off the track. At this time, the PO was unaware of the excavator’s movements and that it had on‑tracked as directed by the recipient.

First near collision

As train 1898 passed the work group entrance gate, it accelerated to above 90 km/h along the 100 km/h section of track (Figure 2). The recipient, who only minutes earlier directed the excavator operator to on-track the excavator, had just arrived back at the work group entrance gate as the train passed. On seeing the train, the recipient sounded the car horn in an attempt to warn the excavator operator of the approaching train, and they then proceeded in the car back towards the excavator.

Figure 2: View from train 1898 showing the work group, front-end loader, and headlights of the excavator in the distance

Figure 2: View from train 1898 showing the work group, front-end loader, and headlights of the excavator in the distance

The image is from the front-of-train camera in train 1898. The time is 0108:22, about 19 seconds prior to the near collision. In the distance, the headlights of the excavator can be seen as it travelled towards the worksite.

Source: Queensland Rail, annotated by the ATSB

The excavator operator first noticed the train’s headlights in the distance and assumed that they belonged to other machinery at the worksite. They had not heard the car horn.[17] At about the same time, the train driver observed the lights of the excavator, which they thought belonged to a car travelling on the road adjacent to the rail corridor.

As train 1898 traversed the sweeping left curve between the 2 entrance gates (Figure 1), both the train driver and the excavator operator realised that there was an imminent risk of collision. The train driver immediately applied the emergency brake, while the excavator operator swung the boom arm about 90° to the right of the excavator’s direction of travel, gouged the bucket into the ground and dragged the excavator from the rail tracks just prior to the train passing at about 61 km/h (Figure 3).

The excavator came to a stop clear of the running tracks. However, it was still in the (3 m) danger zone, less than 1 m from the nearest rail.

Figure 3: View from train 1898 showing the near collision

Figure 3: View from train 1898 showing the near collision

The images, from 1898’s front-of-train camera, are in sequential order and show the near collision between 1898 and the excavator. The rear of the excavator moved clear of the running line less than 1 second before the train’s arrival, with the train travelling at about 61 km/h.

Source: Queensland Rail, annotated by the ATSB

After stopping (about 75 m past the excavator), the driver of 1898 contacted the NCO and reported that they had almost collided with a ‘tractor or backhoe’ that was on the track.

The NCO then called the lead PO and described what the train driver had reported and made further inquiries as to whether a backhoe or loader was at the worksite. The PO advised the NCO that there was a front-end loader at the worksite, but it was well clear of the track when the train passed. The NCO then asked the PO if there was any other machinery at the worksite, to which the PO replied, ‘we only have one machine that’s it … and I’m standing right next to it’. Further discussion between the PO and NCO considered the possibility that another machine had on tracked near the worksite.

After finishing the call, the lead PO informed the depot supervisor of the situation. The supervisor stated that they had just received a call from the recipient explaining how they had directed the excavator operator to on-track as they thought that the planned closure was active and train activity had ceased.  

At 0116, the lead PO contacted the QR ‘emergency hotline contact’ (located at the network control centre) and reported the near collision. As the PO was not located at the incident site, they provided details to the hotline contact as received from the supervisor, who was in direct communication with the recipient at the incident site.

The emergency hotline contact asked the lead PO ‘… has he moved away from the track’, referring to the excavator. The PO then relayed this question to the supervisor. The supervisor, after consulting with the recipient, confirmed that the excavator was away from the track, and this information was relayed on to the hotline contact. The emergency hotline contact then told the PO to leave the excavator where it was as the incident was going to be investigated. That message was then relayed to the depot supervisor, who passed it on to the recipient. During these communications, it was not made clear to any party that although the excavator was no longer on the track, it was still within the danger zone.

At the network control centre, the NCO was informed (by the emergency hotline contact) that the excavator had been moved away from the running tracks. After checking the welfare of the train driver, the NCO authorised the train’s movement from the incident site.

The depot supervisor, who had been in contact with their off-site manager regarding the incident, advised the lead PO that work was cancelled and that they were required to travel to the Cannon Hill depot for drug and alcohol testing. The depot supervisor then had another conversation with the recipient, who confirmed that the excavator was off track but may still be in the danger zone. The depot supervisor then travelled to the incident site to assess the situation (Figure 1). The PO discussed the supervisor’s directive with another member of the work group and then decided to travel to the incident site rather than returning to the Cannon Hill depot, as it was their role to oversee the protection of workers within the rail corridor.

Second near collision

When the depot supervisor arrived at the incident site, they noticed the excavator was still in the danger zone although they believed it was not within the profile of a train. The supervisor, without gaining the necessary authority from the NCO (via the PO), instructed the excavator operator to move the excavator from the danger zone. The supervisor later reported that they assumed that after a near collision, the NCO would have stopped all trains, but they did not confirm that this had occurred.

At 0136:22, the next suburban passenger train en route to Cleveland (18A0) departed Thorneside Station.

As the excavator operator moved towards the excavator, in accordance with the supervisor’s instruction, they heard a member of the work group call out ‘train on’. The excavator operator stated that, after seeing the train, they jumped down the embankment and clung to the fence as they thought the train may collide with the excavator. The train passed by the incident site at about 60 km/h.

At 0137, the driver of 18A0 contacted the NCO and reported ‘… the excavator was only just clear of the track, I thought I was going to clip it’. 

After 18A0 had cleared the area, and without requesting the necessary protection, the excavator operator was again directed to remove the excavator. On this occasion, members of the work group cut a gap in the fence and the excavator was removed from the rail corridor.

After receiving advice of the second near collision, the NCO contacted the lead PO regarding the location of the excavator and its proximity to the running track. The PO advised the NCO that the excavator had been removed from the rail corridor and the work group were returning to the Cannon Hill depot for drug and alcohol testing.[18]    

Context

General information of planned closure

Track defect

A track inspection in 2019 identified a track defect just east of Thorneside Station. Work to rectify the defect involved the replacement of a 5 m section of track, which involved cutting and welding. As dry weather restrictions were in place at the time, the work was deferred until the restrictions were lifted.

Train notice

On 28 February 2020, a train notice (TN20-02366) was issued that detailed the planned closure and work required to correct the track defect. The train notice included information such as:

  • the date of the planned work – 7 March 2020
  • the depot of the work group performing work – Cannon Hill
  • the protection for the worksite – track occupancy authority (TOA) with in-field protection
  • the extent of protection – main Cleveland line between signal L294 and signal TS9 Thorneside and No.2 road from signal TS11 to 656 points Thorneside (in effect from Thorneside Station east towards Birkdale Station)
  • the name and contact details of the assigned protection officer (PO).

The train notice also specified the type of plant (machinery) that was permitted to work within the TOA, which consisted of a front-end loader and an excavator. In addition, it noted that rail traffic would be suspended on the main line from Birkdale to Thorneside for maintenance work between 0218 to 0440. No trains would normally be running on the line during this period.

The purpose of the train notice was to inform relevant rail personnel of the details associated with the planned work and the impact that it would have on operations and advise those who needed to plan for the proposed closure.

The train notice did not mention that preparation work would be conducted under the protection of a TOA without in-field protection, as this arrangement was initiated after the train notice was published and as a result of some staff reporting sick during the day of 6 March.

Planned closure protection

In the scheduling phase of the planned closure, a TOA with in-field protection[19] was the chosen ‘work on track authority’[20] to protect workers within the worksite. It was selected because repairing the track defect involved breaking and obstructing[21] the track. In addition, machinery and members of the work group were required to work within the danger zone. This option was determined as an efficient and safe means of protecting the work group when performing such work.

To implement the TOA with in-field protection, the PO needed to coordinate with the network control officer (NCO) so that the NCO applied blocking facilities to prevent unauthorised rail traffic entering the portion of track within the TOA limits. Additionally, the PO or their delegate was to organise in-field protection at the limits of the TOA or at a defined distance from the worksite after blocking facilities were in place.

Two POs had been allocated to the planned work, with a QR employee assigned the role of lead PO and a contractor the role of assistant PO (to organise the in-field protection).

The protection arrangements (TOA with in-field protection) for the planned closure on 7 March was appropriate for the type of work involved in removing and replacing the section of track at Thorneside.

Preparation work prior to planned closure

Reason for preparation work    

On 6 March, the day prior to the planned closure, the assigned lead PO and one of the 2 assigned welders reported sick. To fill the role of the lead PO, the contractor PO who had already been assigned the role of erecting in-field protection was elevated to the role of lead PO, and another contracted worker was engaged to erect the in-field protection for the planned closure. During the afternoon, both POs were advised to meet the QR depot supervisor at the Cannon Hill depot at 2200 to discuss protection arrangements for the worksite.  

A replacement welder, however, could not be found at short notice, which placed pressure on the work group completing the work within the available timeframe. To remedy this problem, there was a proposal to start preparation work earlier than the scheduled start time listed on the train notice. This involved gaining access to the rail corridor, under the safeguard of a TOA without in-field protection, to perform the preparation work prior to the planned closure. The proposal required approval from the NCO overseeing the area where the preparation work was planned.

Preparation work protection

The QR document MD-12-189 (Queensland Network Rules and Procedures or QNRP) stated the safety requirements for all persons required to access and perform activities on QR’s rail corridor. The QNRP allowed for work within the danger zone under the safeguard of a TOA without in-field protection provided there was no requirement to break or obstruct the track. The preparation work prior to the planned closure did not require the track to be broken or obstructed.

At the worksite, and prior to requesting the TOA without in-field protection, the lead PO completed a ‘corridor safety planner and assessment form,’ which determined the protection was adequate for the proposed work arrangements. The PO contacted the NCO, who issued the TOA without in‑field protection to perform the preparation work between train movements prior to the planned closure.

During the preparation work, the lead PO and the NCO were suspending and re-instating the TOA without in-field protection as required between train movements. When the TOA was active:

  • The NCO was applying blocking facilities to prevent unauthorised rail traffic entry into the portion of track within the limits of the worksite.
  • The lead PO’s role was to inform the work group that protection was in place and work could be performed within the danger zone. Immediately prior to suspending the TOA, the PO’s role was to ensure workers were clear of the danger zone and in a safe place.

Under the requirements for a TOA without in-field protection, a ‘lookout’[22] was required if the track speed approaching the worksite was 100 km/h and there was less than 560 m minimum sighting distance. The track speed approaching the worksite from the west was 100 km/h and the sighting distance was about 350 m. Therefore, a lookout was required as an additional safety measure at the worksite. The ATSB identified that there was no ‘lookout’ in place at the worksite while the preparation work was conducted. Although this omission did not comply with the procedure, it did not contribute to the first near collision.

Worksite and rail corridor information

The worksite was about 500 m east of Thorneside Station, on the Cleveland rail corridor branch line (Figure 1). The branch line, which commenced at Park Road Station, serviced the south‑eastern suburbs of Brisbane. Between Park Road and Manly stations there were 2 suburban unidirectional running lines with some bi-directional signalling to facilitate the passing of trains. The main line east of Manly (which included Thorneside and Birkdale stations) had a single bi-directional running line that continued through to Cleveland Station.

Steep slopes on either side of the rail corridor prevented direct access to the worksite. To reach the worksite it was necessary for the work group to enter the rail corridor through the entrance gate about 340 m further east.

The excavator could not access the rail corridor through the same entrance gate as the work group, as cement troughing blocked its entry. Therefore, it was necessary to transport the excavator to the entrance gate about 470 m further east of the entrance gate used by the work group (Figure 1).

Rail network safety

Responsibilities of track workers

The QNRP referred to track workers as ‘Competent rail safety workers whose primary duties are associated with work on or around infrastructure in the Rail Corridor.’ It stated:

Track workers’ responsibilities may include:
• performing track maintenance or construction work under supervision
• supervising track maintenance or construction work groups
• coordinating track maintenance or construction work groups and associated rail traffic in liaison with the Network Control Officer
• operating track machinery
• obtaining Authorities
• determining safety measures required for occupation of track
• managing worksite protection.

The QNRP also stated:

Work planned for the Rail Corridor must be assessed for safety and its potential to intrude on the Danger Zone.
No one can enter the rail corridor without:
• being accredited as a Protection Officer or being supervised by a Protection Officer
• contacting the relevant Network Control Officer or their delegate prior to entering the rail corridor and advising of their entry.

The deport supervisor, team leader, and recipient confirmed that prior to accessing the rail corridor under a TOA, the PO would obtain access authority and then inform the work group leader, who would then instruct other workers that they could access the rail corridor.

When dealing with a track vehicle needing to access or travel within a TOA, the QNRP stated:  

Track vehicles associated with a… Track Occupancy Authority [TOA], entering or moving within the limits of the… Track Occupancy Authority must:
• be piloted, or
• receive written instructions from the Possession Protection Officer or Protection Officer.
Work group information

The QNRP defined a work group as:

One or more workers who function as a team to undertake a common task, within the Rail Corridor and/or Danger Zone under the authority of a Workgroup Supervisor and have their own prestart briefing.

Track workers must only perform work relevant to their competency qualifications. The work group assigned the task of repairing the track defect at Thorneside were appropriately qualified to perform relevant rail safety work applicable to their area of competence.

Supervisor information

The responsibility of a work group supervisor / team leader was to ensure there were sufficient qualified workers to complete the work within the time available. This included:

  • ensuring workers were appropriately qualified and competent to perform work
  • ensuring the necessary tools, equipment and machinery were available for workers to complete work tasks
  • having contingency plans in place if the work could not be completed in the scheduled time
  • ensuring that all work group members participated in the network pre-start briefing.

At a worksite, the supervisor / team leader was required to:

  • actively oversee and communicate with work group members to ensure the work was progressing as planned
  • communicate with the PO to ensure protection arrangements were adequate for the protection of the work group
  • assist as required at the worksite and comply with the rules and procedures relevant to QNRP.

The supervisor of the work group involved in the near collision at Thorneside gained employment with QR in July 2012 and held positions in several roles, all within track maintenance operations. At the time of the incident, their role was acting supervisor at the Cannon Hill depot. Their role at the worksite was to oversee the work and supervise the team leader and others as required.

The supervisor attended training courses and successfully gained numerous rail safety qualifications applicable to rail safety work. Training and critical safety alerts relevant to this incident included:

  • Communication protocols
  • Communications (QNRP)  
  • Safely access the rail corridor (QNRP)
  • Protection officer 1 (QNRP)
  • Protection officer 2 TOA (QNRP)
  • Critical safety alert: Follow instructions respond to emergency     
  • Critical safety alert: Entering the danger zone
  • Critical safety alert: Communication safety critical information 
  • Emergency response
  • Safety critical communications
  • Delivering a pre-start briefing (network)
  • Rail safety awareness
  • Toolbox talk: Safeworking incidents
  • Plan and organise work  
  • Operate under track protection
  • Process workplace documentation
  • Follow work health and safety  
  • Perform lookout duties 
  • Awareness safeworking rules.
  • Safety comes first always workshop.

On the day of the near collisions, the supervisor was overseeing the team leader, who was acting as the supervisor in charge of the work group.

The supervisor had been working day shifts until 5 March and had over 30 hours free of duty prior to signing on for the overtime shift at 2100 on 6 March. They reported that they had a nap on the afternoon of 6 March before going to work, and they did not feel fatigued at the time of the incident.

Team leader information

The team leader worked as a track maintainer with a rail contract company for about 3 years prior to gaining employment with QR in September 2016. Through internal training, the team leader acquired rail safety qualifications appropriate to their employment in network maintenance operations. They had recently undertaken the role of acting team leader. Training relevant to this incident included:

  • Safely access the rail corridor (QNRP)
  • Communications (QNRP)
  • Protection officer 2 TOA (QNRP)
  • Protection officer 1 (QNRP)
  • Network lockout workshop
  • Toolbox talk: First worker at emergency site 
  • Delivering a pre-start briefing (network)
  • Toolbox talk: Post incident management guideline
  • Rail safety awareness 
  • Follow occupational health and safety
  • Process workplace documentation  
  • Lead a work team or group
  • Perform lookout duties
  • Safety comes first always workshop.

On the day of the incident, the team leader was acting as the supervisor under the guidance of the depot supervisor. The team leader delivered the network pre-start briefing at Cannon Hill depot and oversaw the work group and work activities associated with the replacement of the defective section of track.

The team leader had been working day shifts until 5 March and had over 30 hours free of duty prior to signing on for the overtime shift at 2100. They reported that they had a normal sleep on the night of 5 March and a nap on the afternoon of 6 March before going to work, and they did not feel fatigued at the time of the incident.

Protection officer information

The QNRP stated that the primary duty and responsibility of the PO was to manage the rail safety component of a worksite, and that the PO must be satisfied other work will not interfere with their primary duties. A worksite in the danger zone, or a worksite with potential to intrude into the danger zone, was required to have a PO for the duration of the work.

Specific planning duties of a PO included:

  • investigating the location of the worksite
  • having a detailed work plan
  • completing a safety assessment to determine the work on track authority, means of protection[23] or safety measures[24] needed to protect workers
  • meeting with the supervisor of the work group to discuss safety and protection arrangements
  • providing worksite protection details for the worksite safety briefing
  • participating in the network pre-start briefing
  • contacting the NCO if necessary.

Specific duties at the worksite included:

  • communicating with the NCO about the work
  • ensuring the appropriate protection had been selected to protect the work group at the worksite
  • identifying the safe place (for workers at the worksite)
  • advising the supervisor / work group when it is safe to enter the rail corridor / danger zone
  • immediately prior to suspending a TOA ensuring workers cease work and remain clear of the danger zone
  • keeping records about the work on track method and protection arrangements.

The lead PO involved with the track work near Thorneside held the appropriate competencies to administer TOA protection. The PO had worked for contract providers while performing the role as a PO for more than 3 years. They had worked on the QR network many times but had not previously worked at Thorneside. On the day prior to the planned closure, the PO was advised by a QR representative that they would be the lead PO and to meet the depot supervisor at Cannon Hill depot at 2200 to discuss protection arrangements for the planned work at Thorneside.

The assistant PO was not involved in any work activity related to the preparation work. Their role was to place in-field protection after the preparation work was completed and prior to the commencement of the planned closure.

Excavator operator information

The role of the excavator operator during the planned closure was to move the replacement piece of rail from within the rail corridor to the worksite. At the worksite, they were required to remove the defective rail and fit the replacement rail into place so it could be welded. In addition, they were required to comply with rules and procedures applicable to working safely within the rail corridor.

The excavator operator was employed by an external provider as a sub-contractor providing services to QR as required. They were advised to meet a QR representative at Thorneside Station at 2230 on 6 November, who would direct them to the worksite.

The excavator operator was qualified to operate the excavator and held the relevant competencies to work within the rail corridor and danger zone. They had worked in the earthmoving industry for many years and owned an earthmoving business for 11 years. The excavator operator stated that they had worked excavators at QR worksites on multiple occasions but had not previously worked at Thorneside.

Recipient information

The role of ‘recipient’ was previously known as ‘authorised person’ until a recent name change. Although the title of the role had changed, the responsibilities remained the same.

In accordance with QR’s authorised person [recipient] facilitator guide (FG-STD-141-01), the authorised person [recipient], working in QR’s 25,000 volts electrified area, was a qualified and competent worker who:

• needs to be aware of the inherent hazards (high voltage electric shock) and risks associated with undertaking work activities in and around the three (3) metre Electrical Exclusion Zone within the Electrified area.
• supervises (and may also perform) the electrical safety aspects of the work when the work could come closer than three (3) metres of the Overhead Line Equipment.
• accepts Forms [associated with the isolation of the Overhead Line Equipment].
• stays on site while work is being done.
• is appointed by line management to take charge of a specific worksite in the electrified area.
• holds an ‘Authorised Person’ Card, confirming competency.

On the day of the incident, the recipient’s role was to ensure the excavator and the front-end loader did not encroach into the electrical exclusion zone while working under the overhead line equipment at the worksite. This involved completing the relevant documentation with the machine operators and ensuring the height limiter on each machine was engaged prior to working under the overhead line equipment.

As required, the recipient was to interact with and discuss relevant information with the PO at the network pre-start briefing and at the worksite to ensure safety. The recipient could also perform other work tasks at the worksite, providing they were qualified to do so and that the work did not interfere with their primary duties and responsibilities. During the planned closure on 7 March, the recipient was also required to act as the mobile plant spotter,[25] which involved separating the excavator and front-end loader from workers at the worksite.

According to QR’s safe work method statement (SWMS) work activity MD-13-268 (Operation of height limited plant), the recipient was required to establish communication processes with machine operators and these processes had to be incorporated in the network pre-start briefing. The recipient was to observe and supervise the plant operations with full visibility and communication. To ensure this means of communication was operating as intended, they were required to confirm the radio channel and test the radios with each mobile plant operator.

On the day of the incident, the recipient (acting as the mobile plant spotter) was not in possession of a radio when they directed the excavator operator to on-track the excavator and therefore was not able to contact and alert the excavator operator of the approaching train. Channel 15 was recorded in documentation associated with the network pre-start briefing as the radio channel for machine operators to use. However, the recipient did not advise the excavator operator of which channel to use. The excavator operator had set their radio to channel 15 as this was the preferred channel when working on QR worksites (Excavator information).

The recipient had worked in rail maintenance operations as a QR employee for about 3 years. Prior to working for QR, they were employed by a railway construction contractor performing rail safety work. The recipient had gained numerous rail safety qualifications and attended operational training courses that enabled them to perform rail safety work. Training relevant to this incident included:

  • Safely access the rail corridor (QNRP)  
  • Communications (QNRP)
  • Safety comes first always workshop
  • Delivering a pre-start network briefing
  • Rail safety awareness 
  • Authorised person
  • Working in the electrified territory
  • Process workplace documentation  
  • Operate under track protection
  • Follow work health and safety
  • Lead a work team or group    
  • Perform lookout duties
  • Protection officer 1 (QNRP)
  • Safety comes first always workshop.

Two days prior to the incident, the recipient attended a training course that provided them with recipient qualifications. The recipient attended the course on 4 and 5 March (0800–1600), before having 31 hours free of duty and signing on for work at 2100 on 6 March. The maintenance work at Thorneside on 6–7 March was the first time they had acted in the role of recipient since gaining the qualification. They had previously performed the role of mobile plant spotter.

The recipient noted that normally they would seek confirmation from the team leader / supervisor before directing a vehicle to on-track but on this occasion, they did not do so because they thought they had understood the situation. The recipient also noted that normally all the workers accessed the rail corridor from the same location, whereas on this occasion the excavator being at a different location added some complexity. The recipient also noted that in their experience it was normal for all the workers (including the POs) to be at the same briefing whereas on this occasion the briefings were distributed.

Network pre-start briefing

The QR procedure Network Pre-Start Briefing (MD-12-87) defined a network pre-start briefing as:

A communication and on-site activity planning session undertaken prior to the commencement of work or an activity.
The Network Pre-Start Briefing should involve all workers, contractors, and / or visitors involved or exposed to, the work to be undertaken.

The purpose of a network pre-work briefing was to provide an opportunity for the work group to gain an understanding of the work, roles, and responsibilities of individuals, and provide an environment where questions relating to the work and worksite protection could be asked and answered. The briefing, and its associated form (MD-15-43), provided the framework to ensure hazards were identified, risks were managed, and relevant personnel at the worksite had the appropriate delegation to authorise safeworking decisions.

The QNRP and QR guidelines required the nominated person[26] (in this case the team leader) to deliver the network pre-start briefing before starting work (with a briefing to be conducted for each work activity). MD-12-87 stated the nominated person was to ‘gather all workers and contractors involved in the work to be undertaken’ and explain the activities that were to be completed and how it would be undertaken. Where safeworking requirements existed (for work in the rail corridor), these were to be discussed by the PO.

The nominated person was also required to compile and complete the appropriate network pre‑start briefing form. In addition, they were required to ensure that all identified workplace health and safety and rail safety hazards associated with the work and equipment had appropriate controls in place to manage and or eliminate risk. Each worker / contractor was to have the opportunity to identify any additional hazards or controls, and each worker and contractor was required to sign the briefing form.

The PO’s role at the network pre-start briefing was to inform all workers about the protection in place at the worksite and the limits of the protection. In addition, they were to answer any questions related to protection and worksite arrangements.

Although a planned network pre-start briefing occurred at the Cannon Hill depot on 6 March 2021, delivered by the team leader, the POs and the excavator operator were not invited to the briefing and therefore did not participate in the briefing.

In interview, the recipient stated that a second network pre-start briefing occurred at the worksite prior to entering the rail corridor at Thorneside. This however was not a network pre-start briefing, but rather a briefing to advise the work group that protection was in place for the preparation work and when they could enter the rail corridor and the danger zone. The team leader confirmed that a network pre-start brief did not take place at the worksite.

To assist the investigation, the ATSB interviewed a QR subject matter expert who designed and delivered training for track workers, including POs. In relation to the planned track maintenance work at Thorneside, it was their view that all members of the work group, including the lead PO, assistant PO, and excavator operator, should have attended the network pre-start briefing at the Cannon Hill depot.

Network pre-start briefing form

After a fatal accident in Brisbane in May 2017 (see Previous network occurrences), QR revised and developed a new network pre-start briefing form (MD-15-43) specifically for staff who delivered and participated in network pre-start briefings. The form contained 6 sections that had to be completed by the nominated person before work commenced at a worksite.

The purpose of the revised network pre-start briefing form was to establish a consistent process for the delivery of a network pre-start briefing and provide a workplace focus on the identification, treatment and communication of both task and site-specific risks. QR developed a facilitator’s guide for trainers, and specific training was provided to rail safety workers who had a responsibility to deliver network pre-start briefings.

The network pre-start briefing form for the work at Thorneside on 6–7 March 2020 was completed by the team leader. Content in the form relevant to this incident included:

  • Section 1 – This section briefly required details for the work group, the person in charge (in this case the team leader), and the work task (requiring a clear description, SWMSs and permits used). The completed form listed 3 SMWSs but no description of the work task was provided.
  • Section 2 ­­– This section listed several specific items and sought brief information regarding the process in place for each item.
    • In response to the question ‘Is the work occurring within the Rail Corridor?’, a box was ticked for the answer ‘Yes – Protection Officer to provide a brief on the track protection requirements’.
    • In response to the question ‘Is there potential for mobile plant or equipment (including vehicles) to contact people, infrastructure or other plant?’, a box was ticked for ‘Yes – detail the site plan for the separation of people and plant in your briefing…’.
  • Section 3 ­– With regards to a site sketch, a train signal diagram for Thorneside with annotations was appended to the form. The diagram showed (in broad terms) the area of the worksite and the travel path that machinery would be using. The travel path did not explicitly indicate that different machinery would be using different access gates (as that had not been determined prior to or during the briefing). The type of machinery using the travel path was not noted.
  • Section 4 – The form required a list of site-specific hazards and controls. The completed form included several hazards and controls, including:
    • With regard to the hazard ‘Trains’, it listed ‘Blocks, Lookout’ as the applicable controls. There was no record in the briefing form that there would be 2 phases of work (preparation work and the planned closure work), each with different protection arrangements.
    • With regard to the hazard ‘Machinery’, it listed ‘Separation, spotters’ as the applicable controls. There was no indication on the form of the types of machinery that would be used (and no mention that an excavator would be used).
  • Section 5 – This section contained details of what needed to be done if something changed. It included instructions for a ‘Pause and Re-start’ in the event of workers being unprotected, there was a change to the condition / task or a new hazard / risk was identified. Details of any debrief could be included on the form (and in this case it was blank).  The instructions for a pause and re-start included:
  • Immediately pause the work we are doing;
  • Move to a safe place, and ensure any plant or equipment is moved clear of the Danger Zone and is protected;
  • Document the new hazard / risk and list the controls (using Section 4); and
  • Communicate the controls to everyone onsite by conducting a ‘Restart Briefing’.
  • Section 6 – This section (titled ‘Commitment to work safely’) asked workers to sign the form as acknowledgement that they had ‘taken the opportunity to ask questions and thoroughly discuss this briefing, so you can implement the controls agreed to protect you and your co-workers’. With regard to the completed form:
    • The work group members who attended the briefing at the depot signed the form at the depot.
    • The 2 POs and the excavator operator did not attend the briefing at the depot, however their signatures were recorded on the form. The excavator operator signed the form at the worksite at the request of the team leader. Both POs signed the form after returning to the Cannon Hill depot after work at the worksite had been cancelled as a result of the near collisions.
    • The supervisor’s signature on the network pre-start briefing form was listed after the excavator operator and the lead PO. The supervisor (and another worker) confirmed they were at the briefing at the depot, but the supervisor did not sign the form at that stage.

Network communication 

QNRP rule 2007 (Network communications) and QNRP procedure 2008 (Spoken and written communication) provided information for rail safety workers relevant to safeworking communication, general communication protocols and communication equipment.

Rule 2007 referred to effective communication as the ability to successfully send, receive and understand information. It stated that communication in the network must be:

  • clear, brief and unambiguous, and
  • relevant to the task at hand, and
  • agreed as to its meaning before being acted upon.

In general, the rule provided information on the principles, fundamentals, and protocols of network communication. It noted that emergency communications needed to commence with the phrase ‘emergency, emergency, emergency’. It also detailed specifics relevant to spoken and written communication in the context of electronic transmissions. However, it did not specify the requirement to use rail industry specific terminology when communicating safety-critical information, either electronically or face-to-face.  

QNRP procedure 2008 provided standard terms to be used in radio communications, including using the term ‘out’ when the transition was complete and the term ‘roger’ meaning the information had been received and understood. Like the rule however, there was no guidance to rail safety workers on the use of rail-specific terminology when communicating safety-critical information, either via electronic devices or face-to-face.

In the context of the work and near collisions at Thorneside, rail-specific terminology used in communication should have included terms such as:

Conversely, the Rail Industry Safety and Standards Board’s (RISSB’s) Safety critical communications guideline (2018) stated in a section on fundamentals of communication:

• Where practicable, avoid the use of acronyms and words with alternate meanings… but do use common technical terms used in the industry…

The guideline noted such principles should be applied to all communications, safety critical or not. 

The RISSB guideline also stated:

That communications, or the failure thereof, contribute to incidents is not doubted. The exact extent is not accurately established but studies put the rate at approximately 30% across all incident events, with something in the region of 50% in relation to all track work incidents.
Within Australia, one major rail network carried out their own studies and they found that, in an examination of their incidents, a significant number of all incidents had communication as a root cause.
The main factors contributing to these incidents comprised of:
• Lack of Communication;
• Poor Communication; and
• Incorrect Information being passed on.
 

Train and excavator information

Trains 1898 and 18A0 information

Both trains (1898 and 18A0) were scheduled suburban passenger services travelling between Shorncliffe and Cleveland via Central Station. Train 1898 consisted of suburban multiple units (SMUs) 227 and 229, and 18A0 consisted of an interurban multiple unit (IMU) 166 and SMU 285. Both trains were crewed by a driver and guard and had passengers on board.

Trains 1898 and 18A0 were fitted with event recorders and front-of-train cameras. Relevant information from these recordings has been included in other sections of this report.

Excavator information

The excavator involved in the near collisions was a Kubota CRV032 (Figure 4). It had an operating weight of 5 t and was fitted with small, retractable rail wheels enabling it to mount and operate on the running tracks.

The maximum speed of the excavator while on track was 4 km/h. It had an R3[32] detection rating, which meant the vehicle did not reliably operate track circuits; as a result, the vehicle was not detected by the signalling system and was not visible on the NCO’s workstation monitor. The boom arm was fitted with a height limiter allowing it to work under live overhead line equipment.

According to QR standard MD-14-575 (Road Rail Vehicles), the excavator was classified as a ‘road rail vehicle’ and was only allowed to operate within track closures. The QNRP categorised a road rail vehicle as a track vehicle. In accordance with the QNRP, permission had to be obtained from the PO before a track vehicle could enter a work on track authority (such as a TOA) or traverse a worksite within a work on track authority. On the day of the incident, the excavator was on-tracked at Thorneside without the permission of the PO.

Australian Standard (AS) 7502:2016 (Road Rail Vehicle) stated that a flashing beacon light shall be mounted on the top of the vehicle, or in a suitable location(s), so that the light is visible to a person standing 4 m in any direction from the vehicle on level ground. In addition, the flashing beacon light was required to be activated while the vehicle was operating on-track in rail mode. Although the excavator involved in the near collisions was fitted with a beacon capable of flashing, video footage showed that it was not active at the time of the near collisions.

In general, where people and mobile plant (machinery) share the same worksite, there should be radio communication between the plant operator and the mobile plant spotter / supervisor. The excavator was fitted with a UHF radio, which was set to channel 15 when it was placed on-track. The excavator operator said that channel 15 was QR’s preferred channel for maintenance work communication and they had been told to use this channel at other QR worksites.

In interview, the excavator operator stated that after the first near collision they transmitted a call over the radio but communication with the work group was unsuccessful. The team leader reported that they heard a radio call on channel 15 including the word ‘train’ but did not know who had made the call and the call did not make sense (as they were not aware that the excavator operator had on-tracked). They asked the person to repeat the message but heard no reply.

Figure 4: Excavator involved in the near collisions

Figure 4: Excavator involved in the near collisions

Source: Queensland Rail 

Related occurrences

Introduction

This section provides information about a selection of rail occurrences that involve problems with the briefing of rail workers prior to them undertaking work on track. The list is not exhaustive. Each of the occurrences involved a range of different factors, and the descriptions below focus only on aspects that have some relevance to the incident at Thorneside on 7 March 2020.

Mindi, Queensland, 2007                                                 

On 7 December 2007, 2 QR workers were fatally injured as a result of being struck by a track machine when carrying out their duties at Mindi, Queensland. The Queensland Transport Rail Safety Investigation (QT2140) stated that worksite safety briefings [network pre-start briefings] were not performed prior to starting work. It also noted that work group members did not challenge the absence of a worksite safety briefing.

One of the recommended safety actions from the investigation noted:

QR take the necessary steps to ensure that Worksite Safety Briefings are conducted in accordance with the Track and Trackside Safety Manual SAF/ STD/0038/SWK [currently MD-12-189, QNRP] and in particular the requirement that:
a. A TPO [PO] is nominated and present before workgroups commence work at a worksite on or near the track; and
b. Worksite protection methods are determined and communicated including when additional workers or workgroups join a worksite.

A coronial inquest into the Mindi accident noted that the absence of a worksite safety brief [network pre-start briefing] was most likely a contributing factor to the death of the 2 workers.

Newbridge, New South Wales, 2010[33]

At about 1116 on 5 May 2010 a collision occurred between an XPT passenger train and a track‑mounted excavator near Newbridge, New South Wales. The operator of the track-mounted excavator was fatally injured.

The PO had conducted a pre-work brief involving the excavator operator and a hot-work labourer, during which a TOA was identified as the control in place for rail traffic. After obtaining a TOA from the NCO, the PO then advised the excavator operator and the hot-work labourer that the TOA had been obtained and that they could prepare for work while the PO put the site protection in place. A short time later both the hot-work labourer and excavator operator entered the danger zone before the worksite protection arrangements (detonators and flags) had been put in place.

An examination of the pre-work briefs found that the identified hazards were mostly related to general issues (for example, slips trips and falls and hazards associated with work equipment such as the excavator or oxyacetylene cutting). The only mention regarding the hazard of potential rail traffic identified the TOA as the relevant risk control. There was no mention of unexpected approaches of other rail vehicles and the use of additional site protection.

The excavator operator and hot-work labourer were relatively inexperienced. The ATSB found that, although the PO had told the excavator operator and hot-work labourer that the PO had received the TOA, they did not explicitly communicate to the workers that they should not occupy the danger zone until all site protection measures were put in place.

Jaurdi, Western Australia, 2011[34]

On 28 March 2011, a freight train 7SP3 collided with a track mounted excavator between Jaurdi and Darrine, Western Australia. The train driver sustained a minor injury. There was significant damage to the lead locomotive and the excavator, and minor damage to the track as a result of the accident.

The ATSB found that 2 track mounted excavators had been placed back on the track without permission of the authorised employee responsible for the coordination of track side safeworking activities between Jaurdi and Darrine. Another finding was that, although separate pre-work briefings were conducted, there was no discussion about train running information and site protection between the supervisor of the excavators and the authorised employee (who was the supervisor of the track machines at another location).

Laverton, Victoria, 2015[35]

On 2 October 2015, a train departing Laverton Station approached a worksite where a supervisor was marking a track to identify dog spikes to be removed, with a lookout for their protection. The lookout observed the train, warned workers of its approach, and signalled to the driver that the track was clear. However, as the train took the crossover, the supervisor was foul of the track, and was struck by the train that was travelling at about 59 km/h. The supervisor suffered serious injuries.

The ATSB found that the pre-work briefing was not conducted. As a result, the supervisor and lookout (and others in the work group) did not receive the benefits of a safety briefing that would have informed them of the outcomes of the worksite hazard assessment, train running, and the designated position of safety.

Clyde, New South Wales, 2016[36]

On 18 June 2016, a signal maintenance team (SMT) worker was fatally injured by a train at Clyde, New South Wales, while working in the rail corridor. The ATSB investigation (conducted by the NSW Office of Transport Safety Investigations) identified a number of contributing factors and other factors that increased risk. Safety factors related to pre-start briefings included:

  • The PO had briefed the civil team, however they did not brief the signal team, and the signal team did not seek a pre-work briefing before commencing work on-track.
  • The signal team assumed their workplace was within the limits of the TOA and did not plan their own worksite protection…
  • The Sydney Trains worksite briefing process did not compel a new work group to seek a worksite protection pre-work briefing when accessing an existing worksite. The safety message from the ATSB report noted:
This accident highlights the importance of planning and integrating safety across the entire scope of work. It also highlights the importance of briefing all workers and all workers seeking a safety briefing about the worksite protection plans before work commences and when circumstances change.

The investigation report also included a finding relating to network communications between multiple parties not being ‘clear, brief and unambiguous.’

Petrie, Queensland, 2017[37]

In May 2017, a QR protection officer (PO) was fatally injured after being struck by a suburban passenger train at Petrie, Queensland.

Four POs were assigned to the maintenance task, including 3 POs at Petrie Station. The lead PO participated in the briefing of the maintenance workers, and the 3 POs then undertook a pre-start brief for the implementation of the protection (stop signs and railway track signals), which the other 2 POs then started implementing. It was one of these POs who was fatally injured.

The ATSB found that the POs were not familiar with the new rail infrastructure and uncommon site layout at Petrie Station. The POs were not advised of an early work shift start requirement, which resulted in them having insufficient time to prepare for the task, and they experienced pressure to complete the task within the scheduled time. In addition, QR had no process for ensuring the provision of adequate time for the POs to familiarise themselves with new or changed worksites.

The train notice diagram had been incorrectly marked with the open and closed rail lines by a different PO, and the POs’ pre-start briefing was limited to about 90 seconds. In addition to this, the recorded pre-start briefing forms contained errors and inconsistent sign-off entries; it is possible that the recording of the pre-start brief had been rushed.

Following the accident, QR undertook a number of safety actions. The QR investigation had found that the ‘pre-start briefing process on the night was not effective in ensuring the risks of individual live tracks and site-specific hazards and risks were understood and controlled by the Protection Officers’. A subsequent review of the task distribution for POs noted that the pre-start safety briefings often lacked planning and were delivered spontaneously, and it recommended a review of the effectiveness and improve the delivery of the pre-start safety briefings. The network pre‑start briefing procedure and form were subsequently revised with briefings provided to relevant workers.

Training and qualification records showed that the supervisor, team leader and recipient involved in the occurrence at Thorneside, had attended training in delivering the revised network pre-start briefing procedure and form, and the revised form was used during the pre-start briefing on 6 March 2020. QR also re-enforced the message of ‘the right to stop work and getting safety right before commencing’ as part of its ongoing network pre-start brief project.

In addition, QR organised the development of a consistent process for marking up train notice diagrams.

Margam, United Kingdom, 2019[38]                                        

On 3 July 2019, at Margam East Junction in South Wales, United Kingdom, 2 track workers were struck and fatally injured by a passenger train. A third track worker came close to being struck.

The group of 6 track workers were assigned a safe work pack (SWP) that included 3 tasks to be completed, and another task was added on the morning of the accident that was not included in the SWP. The SWP stated the work would be conducted between 1230 and 1530, with 2 types of protection included for this period (line blockages and lookout warning), although which tasks were to be protected by which method was not clearly articulated.

The workers commenced the tasks soon after 0800 using a lookout, but there were problems with its implementation when the workers spilt into 2 groups doing different tasks with only 1 designated lookout between them. The workers who were struck were performing a noisy task (maintaining a set of points) that should only have been undertaken with the line blocked. The controller of site safety (PO) and the lookout were with the other group when the accident occurred.

Overall, the system of work that was proposed was not adopted, and an alternative arrangement became progressively less safe as the work proceeded, which created conditions that made an accident much more likely. The SWP was developed without the involvement of any of the workers involved, and there was no challenge by the workers to the way the work was being conducted.

The investigation by the UK Rail Accident Investigation Branch (RAIB) found that local management/supervisors were not actively monitoring, and had not identified and managed, non‑compliant safety behaviors at the depot. The investigation also considered why Network Rail (the rail infrastructure manager) had not created the conditions that were needed to achieve a significant and sustained improvement in track worker safety. Relevant underlying factors were identified:

• Over a period of many years, Network Rail had not adequately addressed the protection of track workers from moving trains...
• Network Rail had focused on technological solutions and new planning processes, but had not taken account of the variety of human and organisational factors that can affect working practices on site…
• Network Rail’s safety management assurance system was not effective in identifying the full extent of procedural non-compliance and unsafe working practices, and did not trigger the management actions needed to address them…
• Although Network Rail had identified the need to take further actions to address track worker safety, these had not led to substantive change prior to the accident at Margam.

In terms of safety assurance, frontline management/supervisors were required to undertake planned ‘Level 1’ (first-line) assurance activities, which included worksite inspections to review the effectiveness of the planning process, competence of staff, and unsafe behaviours and activities/ conditions, including corrective actions as required. Regarding worksite inspections, the investigation identified that managers may have been relying on submitted paperwork rather than undertaking observations of work on site. In addition, there was a self-assurance process where front-line management was required to formally check compliance with procedures by responding to a series of subject-related questions. These questions were designed to monitor the managers’ own compliance and that of their staff.

The evidence obtained by RAIB suggested that the underlying weaknesses in the design of the level 1 assurance processes included:

• since managers in Network Rail are often judged on the level of compliance with process, there is an obvious disincentive to assess their part of the organisation as non-compliant
• once a manager has judged their part of the organisation to be non-compliant, there is an implied responsibility to take action; this may mean challenging well established work processes, or risk unwanted confrontation with those in the team
• route level audits tend to be focused on areas considered to be high risk or where self-assurance checks have revealed particular problems. If there are no reports of non-compliances and no significant issues are raised in self- assurance returns, it is easy for particular delivery units or depots to avoid route level audits

The investigation also found multiple problems with the design and execution of this process and noted that it was frequently referred to by managers and staff as a ‘tick box’ exercise. Overall, for a variety of reasons, the audits were not effective in detecting a range of problems with planning paperwork, procedural non-compliance, and unsafe working practices, and did not trigger the higher-level management actions needed to address them.

In contrast, level 2 audits (conducted by persons independent from those with the responsibility to implement the risk controls) detected numerous examples of non-compliance in work practices. Over a 3-year period (June 2016–July 2019), 30 level 2 audits were undertaken. These identified 36 non-compliance reports (NCRs) and 8 repeat NCRs. Most NCRs contained multiple instances of non-compliance of various types and 10 NCRs included non-compliances that were considered by the auditor to be ‘systemic’ in nature. The RAIB noted that the NCRs confirmed evidence that the management self-assurance (level 1) process was an unreliable mechanism. The RAIB also noted these level 2 audits, although reasonably thorough, were heavily based on reviews of paperwork.

Other incidents

Track worker safety has been a significant concern for the rail industry for many years, and at the time of the Thorneside incident track work safeworking was listed by the Office of the National Rail Safety Regulator (ONRSR) as one of its safety priorities. For the calendar year 2020 it reported that there were 458 track work safeworking rule and procedure breaches.

During the investigation, QR was requested to provide records and brief descriptions of notifiable safety incidents relevant to work on track safety breaches between 1 March 2018 and 29 February 2020. QR provided details of 24 incidents that occurred on its south-east Queensland network. Limited details were provided for some incidents. However, the available information indicated at least 3 notifications had some similarities with the incident at Thorneside:

  • One notification in which a PO advised that an excavator operator had on-tracked an excavator without permission.
  • One incident in which a welding crew had accessed a rail corridor and commenced work. The welding crew had not contacted the PO to sign on to the multiple workgroup register. A subsequent internal investigation identified a number of ‘absent or failed defences’, including the ineffective use of the pre-start briefing.
  • One incident involving a near collision between the tilt train[39] and a work group, where the PO suspended the TOA unaware that there was a work group working on-track.

Management oversight of network safety

Overview of risk management and assurance process

QR had documented standards and procedures for risk management and assurance. The standard MD-11-1338 (Risk management) stated:

Risk management embodies an organisational culture of prudent risk-taking within Queensland Rail. It is the process of identifying, assessing and responding to risks, and communicating the outcomes of these processes to the appropriate parties in a timely manner…
Managing risk effectively requires people at all levels in the organisation to have specific accountabilities, authorities, delegations, and appropriate competence to establish, apply and maintain the risk management framework as a basis for good decision making. It is important to have complete and current risk information available as this information assists in ensuring informed decisions around both strategic direction and operational objectives.
Risk management is not a stand-alone discipline and requires integration with existing business processes such as business planning, assurance and Internal Audit, in order to provide the greatest benefits…

In a section titled ‘Monitor and review, the standard stated:

Continuous monitoring and review are vital components of an effective risk management process. They may be undertaken as part of a formal periodic process [planned assurance activities], or performed on an adhoc [ad hoc] basis, (e.g. change in policy or change in requirement).
The primary purpose of monitoring and review is to determine whether risks still exist, whether new risks have arisen, whether the likelihood or impact of risks have changed, and to reassess the risk priorities within Queensland Rail’s internal and external context.
Monitoring and review provide important feedback with regard to assurance over the efficiency and effectiveness of controls implemented to treat risks. It enables QR to analyse and learn lessons from event successes, failures and near-misses.

The standard also stated:

For risk management to be effective, controls must be regularly monitored and reviewed. Controls must be monitored to ensure that they continue to perform as intended and continue to modify the risk in the manner and to the extent assumed in the risk assessment…

QR standard MD-16-24 (Assurance) expanded on the monitor and review concepts. It stated that in order for risk management to be effective, QR should comply with a set of assurance principles, which included:

Assurance is an integral part of all organisational processes. Assurance is not a stand-alone activity that is separate from the main activities and processes of the organisation.
Assurance is risk-based. Assurance should be weighted to risk and control effectiveness. The importance of this is highlighted by following an integrated risk and assurance approach. Ultimately assurance is part of risk management…
Assurance activities are aimed at obtaining reasonable assurance, rather than absolute assurance over Queensland Rail internal performance of controls.
Assurance is systematic, structured and timely. A systematic, timely and structured approach to assurance contributes to efficiency and to consistent, comparable and reliable results…
Assurance is a continuous process that facilitates unceasing improvement. It consists of assurance providers and management incorporating consistent and systematic processes in their day-to-day activities to monitor and assess control effectiveness…
Assurance activities are interdependent and inter-related. All previous and planned assurance activities form an integrated whole and contribute to the application of the Three Lines of Defence Assurance Model.

QR’s 3 lines of defence assurance model was summarised in a diagram, as shown in Figure 5.

Figure 5: QR’s 3 lines of defence assurance model

Figure 5: QR’s 3 lines of defence assurance model

Source: Queensland Rail

In line with QR’s procedure MD-12-27 (Assurance), QR was to develop an integrated assurance plan (IAP) focussing on second-line and third-line assurance activities through an assurance mapping exercise to provide a holistic view of all assurance activities in relation to the corporate risk hierarchy. The assurance procedure also stated that the planning of second-line and third-line assurance activities would be based on matters such as:

The relevant Key Operating Risks (KOR) and Event Risks (ER) of the Corporate Risk Hierarchy, their linked risks and key controls and the risk tolerance levels.
Findings, conclusions and status of actions from previous management reviews.
Findings, conclusions and status of actions from previous second line and third line assurance activities (including investigations) impacting the risks and controls.
Assurance activities performed by other managers with the Group, Function and other Functions.

QR’s corporate risk register regarded the safeguard of its workforce as one of its major priorities. One of the risks identified was:

The risk of a rail traffic collision with worker whilst in the danger zone, resulting in a serious injury or fatality.

As part of the investigation process, QR was asked to provide its integrated assurance plans[40] for financial years 2017–18, 2018–19, 2019–20 and 2020–21. In addition, the ATSB requested first‑line, second-line and third-line assurance activities over a predetermined period related to network pre-start briefings and related matters.

First-line assurance activities   

One type of first-line assurance activity QR used to assess pre-start briefings and protection arrangements and compliance was conducted by use of form MD-17-27 (Worksite protection compliance inspection). The form was focussed on evaluating a specific worker’s compliance relevant to work activities and included 10 items, each with a comments section to record non‑compliances and required actions. One of the items referred specifically to ‘Pre-start safety briefings including additional Site-Specific hazards’. Five of the items referred to different types of safeworking protection. The compliance inspections and the forms were completed by the worker’s supervisor or manager.

There was no explicit guidance associated with the form to explain what aspects of the pre-start briefing were being evaluated (for example, whether it was simply evaluating whether a briefing was conducted, or whether it was also evaluating the content the worker provided during the briefing or whether all members of the work group were at the briefing).[41]

During the 12 months from January to December 2019, south east Queensland (SEQ) network conducted 495 compliance inspections using form MD-17-27. Of these, 9 inspections (about 1.8%) identified non-compliance where action was required with a small number also including reminders or minor issues. The non-compliances included:

  • incomplete or missing SW01 (corridor safety planner and assessment) form
  • incomplete or missing safe work method statements
  • inadequate worksite protection.

No instances of non-compliance in relation to the network pre-start briefing were identified. It was noted that a relatively high proportion of the non-compliance and feedback were identified by a relatively small proportion of those who conducted the inspections.           

Another type of first-line assurance activity QR utilised to assess compliance with network pre‑start briefings, worksite protection, and multiple other tasks on the rail corridor was form MD‑12-66 (Construction / Maintenance HSE Inspection Record). The form related to all types of maintenance activities and worksites (not just those on track) and included 199 questions within 24 sections. The form’s instructions stated:

1. Review previous Planned Inspection to ensure all identified issues are addressed.
2. Identify any HSE [health safety and environment] issues that require rectification to ensure compliance…
3. Where a serious issue is identified which presents immediate risk to health, safety or the environment, interrupt the inspection to stop the operation/process and have workers relocated to a safe area (if required).
4. The relevant Manager / Supervisor is responsible for assigning resources to complete required corrective actions within the agreed time frame.
5. HSE issues that are unable to be rectified on the day of the inspection must be risk assessed / prioritised as either: Low, Medium, or High.
6. Ensure all fields are completed and not left blank. If not applicable, add N/A.
7. It is advisable that Supervisors and Managers schedule and attend a Pre-start brief to ensure quality of Safe Work Method Statement (SWMS) delivery.

In a section titled ‘Prestart Safety and Environment Briefing’, one of the questions asked if a ‘pre‑start safety and environment briefing was performed prior to accessing the site’ and another question asked, ‘During the Pre-start brief are the hazards and controls communicated to the workers and captured on the Pre-start brief’. None of the questions specifically asked whether all workers were at the pre-start brief or whether the PO specifically discussed worksite protection at the brief.

Another section was titled ‘Safe Working’ and included 35 items. These items primarily dealt with the technical implementation of different types of protection; none of the items referred to the conduct or content of the pre-start briefing.[42]

One of the questions regarding the pre-start briefing asked if radio channels / other communication was discussed. Another section on mobile plant included questions related to whether amber lights were fitted and operational, and whether the plant had a UHF radio and was it operational.

As part of the ATSB request, QR provided 118 (MD-12-66) forms that were conducted between 2019–2020. The ATSB examined the completed forms in accordance with the form’s instructions. The examination identified noteworthy similarities with each completed form, including:

  • Of the form’s 199 elements for inspection, they were either marked as compliant (Y) or if the element was not able to be inspected it was marked as not applicable (NA). There were very few cases where non-compliance (N) was recorded on an inspection form.
  • None of the forms recorded outstanding issues from previous inspections.
  • There were no recorded non-compliance issues noted with the network pre-start safety briefing component of the form.
  • There were no recorded issues relating to the separation of people and plant.
  • There were no recorded issues related to safeworking or worksite protection.
  • None of the inspections recorded any outstanding issues at the completion of the inspection.
  • All the inspection forms examined included minimal (if any) commentary or contextual evidence to support the results/findings of the inspections.
  • There were many cases of forms being completed by the same person with similar entries or phrasing in comments.
Second and third lines of assurance

During the financial years 2017–18, 2018–19 and 2019–20, QR’s integrated assurance plans recorded 3 scheduled second-line assurance activities that related to network pre-start briefings. One scheduled in Q3 of financial year 2017–18, another in Q4 of 2018–19 financial year and the other which took place in Q2 of the 2019–20 financial year.

On request, QR was able to provide a report for one of these 3 scheduled second-line assurance activities – a second-line assurance activity titled ‘Pre-Start Briefing Improvements Review’, which was conducted in September 2019. Its purpose was to determine whether changes made to the network pre-start briefing process (following the May 2017 Petrie accident (see Petrie, Queensland, 2017) had been effectively implemented across the network function and whether the changes met the intent of recommendations arising from QR’s investigation.

The assurance activity involved reviewing worksite activities at 21 locations throughout Queensland. Where the pre-start briefing had already been conducted and work had started, the auditor reviewed the completed briefing form and discussed with workers whether they were aware of the listed hazards and controls. For those worksites where the briefing had not commenced, the auditor discussed with the workers how the briefings were completed using the current version of the form. The audit report did not specifically note that any observations were conducted of briefings, and it also did not note whether all relevant workers (particularly POs) were present at the briefings.

The assurance activity noted that all work groups were using the required form, workers were aware of the risks and controls, and most work groups shared the task of conducting the briefings. Overall, the results of the second-line assurance activity recorded that the control effectiveness score was substantially effective. Some minor areas for improvement were noted. The auditor identified irregularities with documentation in relation to where the network pre-start briefing should be delivered (at the worksite or away from the worksite, such as at a depot) and recorded work groups receiving slightly different information in relation to completing the network pre-start briefing form.  

Although not directly related to network pre-start briefings, another second-line assurance activity was undertaken in the second half of 2018 titled ‘Protection Officers’. The objective of the activity was to determine how QR (POs) interpreted safeworking rules in the field, how effective safeworking changes were communicated, and the effectiveness of first-line assurance activities.

According to the auditor, the risk control effectiveness of the assurance activity was rated at substantially effective. The auditor noted that none of the 42 POs interviewed were aware of the requirement to assure the worksite location on the detailed work plan (worksite diagram) matched the actual work location by comparing the plan to a labelled permanent structure and to have this validated by a member of the work group. The ATSB notes that, given this was a common understanding, it appeared to be related to the dissemination of information to POs rather than a compliance problem. The audit report did not provide any information regarding the network pre‑start briefing process.

Evidence provided by QR indicated there were no internal recorded third-line assurance activities directly relevant to changes made to the network pre-start briefing process following the May 2017 Petrie accident.

However, there were a number of compliance inspections undertaken by ONRSR in relation to track worker safety during 2019–20. Although the inspections did not identify any non‑conformance requiring action by QR, there were observations during the inspections that required consideration by the rail operator. Examples of those observations included:

• Queensland Rail staff undertaking the walking patrol were not in possession of a Pre-Start Brief form for the planned work, having left it at the depot at Sunshine. Changes to safety requirements for trackworkers were not able to be re-assessed as a result of changes to track conditions.
• The worksite protection plan completed by the Queensland Rail staff did not indicate safe places for the trackworkers to move to when required to clear the danger zone for rail traffic as required by the Queensland rail network Rules.
 

Safety analysis

Introduction

At about 0108 on 7 March 2020, a Queensland Rail (QR) suburban passenger train (1898) with passengers on board almost collided with an excavator while it travelled between Thorneside and Birkdale stations. The excavator operator was directed to on-track the excavator on the understanding that the section of track was closed and protected from rail traffic.

The near collision had the potential for serious consequences. In this case, it was very likely that the emergency actions of the train driver and the excavator operator prevented an imminent collision. Had this scenario resulted in a collision, it most certainly would have led to significant adverse consequences for the excavator operator and potentially the derailment of the train.

After the initial near collision, and while attempting to remove the excavator from the danger zone of the rail corridor, a second near collision occurred with another suburban passenger train. Although this occurrence was not as serious, it still had the potential for adverse consequences.

The safety analysis will consider the events and conditions which influenced the near collisions, particularly:

  • limitations associated with the network pre-start briefing
  • other limitations with communications at the worksite
  • the effectiveness of assurance activities related to these matters.

Pre-start briefing processes

All documentation associated with QR network pre-start briefings gained during the investigation stated that all work group members, including protection officers (POs), contractors and others associated with work within the rail corridor, were required to attend a network pre-start briefing. This understanding of the requirements was supported by a subject matter expert who developed and delivered training for QR’s POs and track workers.

In most cases, and as described by QR’s guidelines, a nominated person will deliver the network pre-start briefing with assistance from the PO and others as required. For example, the recipient or the mobile plant spotter should also provide information when required. The pre-start briefing should provide an environment where all work group members can participate and ask questions relevant to the work, including protection arrangements and the roles and responsibilities of individuals. One key aim of the briefing was to ensure everyone working on the site had a correct, shared understanding of the worksite protection arrangements that would be used and the limits of that protection.

On 6 March, the lead PO was advised to meet the depot supervisor at the Cannon Hill depot at 2200 to discuss protection arrangements for the planned work at Thorneside. By the time the PO arrived at the depot, the team leader had completed the network pre-start briefing, and shortly after the work group departed the depot for the worksite. Neither the lead PO or the assistant PO attended the briefing or provided any input to the briefing regarding worksite protection arrangements for the planned closure or the preparation work (for which the protection arrangements had not yet been assessed, planned, and confirmed). Most of the workers present at the briefing signed the network pre-start briefing form, even though they had not received a briefing from the PO. The supervisor did not sign the briefing form until after the near collisions.

The excavator operator was also not invited to the network pre-start briefing at the Cannon Hill depot. Instead, the arrangement was for a QR representative to meet the excavator operator at Thorneside Station at 2230, prior to the commencement of work. On arrival at the worksite, the excavator operator correctly requested a worksite briefing. The team leader explained the work requirements pertaining to the excavator. However, they were not provided with a network pre‑start briefing or any briefing from the PO explaining the protection arrangements relevant to the worksite, even though they were requested to sign the network pre-start briefing form.

Other than the network pre-start briefing delivered at the Cannon Hill depot, neither the supervisor nor the team leader, who was working under the guidance of the supervisor, provided an opportunity for the PO to deliver information about the worksite protection requirements to the work group for the planned work activities.

It was suggested by the recipient at interview that the PO delivered their component of a network pre-start briefing immediately prior to the work group entering the rail corridor at Thorneside. This however was not a formal network pre-start briefing, but a mandatory requirement of the Queensland Network Rules and Procedures (QNRP) before work could commence in the rail corridor. At the time the PO delivered the brief to access the rail corridor, the excavator operator and the supervisor of the work group were not present as they had not yet arrived at the worksite. There was no discussion of the work activities and protection arrangements for the planned closure.

It is understandable that in some situations, where maintenance work extends over several days, not all workers will be able to attend the same network pre-start briefing. Under those conditions multiple network pre-start briefings should be delivered to ensure that all workers are provided with safety information relevant to their working environment. However, the maintenance work at Thorneside was scheduled over one shift. Therefore, all members of the work group, including the POs and the excavator operator, should have attended the same pre-start briefing to enable them to develop a shared understanding of the worksite protection arrangements that would be in place for both the preparation work and the planned closure.

In this case, given the excavator operator was not present at the network pre-start briefing, the team leader (and supervisor) needed to ensure that the operator was provided with a full network pre-start briefing when they arrived at the worksite (or at least prior to the team leader directing them to an alternate entrance gate away from the worksite). This should have included briefings and involvement from relevant personnel such as the PO and the recipient / mobile plant spotter.

As well as the actual briefing, there were limitations with the level of detail included in the network pre-start briefing form about the type of machinery that would be used. The protection arrangements listed were also general in nature, and not clearly specified for both the preparation work and the planned closure. Given that the POs did not see the form prior to the near collisions, and the excavator operator was not involved in the preparation work, limitations within the form did not contribute to the near collisions.

In summary, there were a significant number of problems associated with the application of the network pre-start briefing process prior to work commencing at the Thorneside worksite. Of most importance, the POs and the excavator operator were not included in a network pre-start briefing, which denied them and the work group of essential safety information applicable to their roles and responsibilities. This limitation significantly increased risk and contributed to the initial near collision.

Other communication processes

Introduction

When working in a rail environment such as a worksite, communication for the purpose of developing a shared understanding is vitally important. The network pre-start briefing is an essential part of ensuring subsequent communications are based on a shared understanding and are effective.

In this case, there were a number of communication problems that occurred following the network pre-start briefing, many of which can be attributed in part to the absence of a thorough network pre-start briefing involving all of the personnel working at the site.

Protection officer awareness of the excavator

While at the worksite, the supervisor received a call from the excavator operator regarding the location of the worksite. The supervisor directed the operator to travel to the worksite and meet workers at the work group entrance gate. This information was passed on to others in the work group, including the recipient and the team leader, for future planning consideration. However, it was not communicated to the lead PO. The PO was not cognisant of the working arrangements involving the excavator and they were unaware an excavator had arrived at the site.

The need for that information became safety critical when the network control officer (NCO) contacted the PO regarding a track fault, which was very likely caused by the excavator when it was being on-tracked. When the NCO asked the PO if there was any equipment on-track, the PO had an incomplete mental model of the work group and advised the NCO that there was no equipment on-track.

Had the PO known that the excavator had arrived on site, it is likely they would have associated the track fault with the on-tracking of the excavator and communicated this information to the NCO. Given that the track fault occurred about 105 seconds prior to the first near collision, it is likely that such communications would have prevented the first near collision (or at least significantly reduced the risk associated with any such near collision).  

Direction to on-track the excavator

The recipient directed the excavator operator to on-track the excavator before the planned track closure. This action appeared to result from a combination of situational factors. Firstly, the recipient misinterpreted the team leader’s instruction of ‘it’s on’ as meaning the planned closure was active, whereas the team leader was referring to the reinstatement of the protection for the preparation work, and that the work tools could be loaded into the bucket of the front-end loader. The recipient’s misinterpretation was reinforced by the work group loading the front-end loader with tools for the planned closure and then receiving the height limiter key from the operator of the front-end loader.

Although the chain of events had the potential to be misinterpreted by the recipient, there should have still been some level of doubt that the planned closure was in force. The time of the team leader’s instruction (0051) was well prior to the scheduled start time of the planned closure (at 0218), and there had been no discussion of changing the start time of the planned closure (and scheduled trains were still operating). In addition, the PO had not authorised the on-tracking of the excavator and the team leader (or supervisor) had not explicitly informed the recipient to direct the excavator operator to on-track at that time.

For any questions relevant to protection arrangements, the communication pathway should be through the PO. If a member of the work group required clarification on information or instructions, then they should gain this clarification from the person in charge at the worksite. In a work group there should be clearly defined communication protocols, and these protocols should be highlighted at every network pre-start briefing.

The recipient had been formally trained in network communication and should have been aware that, before acting upon a communication regarding access to the rail corridor and danger zone that is not explicit, further clarification is necessary. However, in this case the recipient acted on an assumption rather than clarifying the instruction and gaining the necessary authority from the PO and the person responsible at the worksite before they directed the operator to on-track the excavator.

It is conceivable that the recipient undertook the action with the view that it would help facilitate the work and provide more confidence that subsequent tasks would be completed within the planned closure period. However, there was no indication that the recipient was intentionally deviating from procedures when they directed the excavator operator to on-track. Rather they appeared to simply misunderstand the situation.

The work group member acting as the recipient was new to the role, having only received their qualification 2 days before. Therefore, consideration to provide supervision over the actions and performance of the recipient (also acting as the mobile plant spotter) should have been a priority for the supervisor and the team leader. However, there appeared to be limited supervision or support provided.

In summary, without gaining the necessary authority, the recipient directed the operator of the excavator to on-track under the incorrect assumption the planned closure was active, and the worksite was protected by a TOA with in-field protection and train activity on the rail corridor had ceased. However, there was no protection in place and the rail corridor was open for normal train traffic.

Use of standardised railway terminology

It is important that standardised industry-specific terminology is used when communicating safety‑critical information. When using general terms, it is possible for individuals to misinterpret the intent of a communication. In a work environment such terms can lead to a situation where something important can be taken out of context, which may lead to serious consequences. In the case of this investigation, there were 2 instances where workers used generic language to communicate safety-critical information that was misinterpreted and lead to serious consequences.

Firstly, the team leader communicated the generic term ‘it’s on’ to the work group to signify the TOA without in-field protection (or an ‘unprotected TOA’) had been reinstated and tools and equipment could be transferred from the work truck into the front-end loader. This term was misunderstood by the recipient and interpreted as the planned closure was now in force, prompting the recipient to direct the excavator operator to on-track the excavator.

A contributor to the second near collision was the conversation between the lead PO and the emergency hotline contact (located at the network control centre) by not incorporating standardised industry-specific terminology during their conversation. While gaining information relevant to the first near collision, the emergency hotline contact asked the PO had the excavator been moved away from ‘the track’, rather than using the rail-specific term ‘danger zone’.

The lead PO then gained confirmation from the supervisor (and indirectly from the recipient at the incident site) who verified the excavator was away from the track. On gaining this information, the emergency hotline contact advised the PO to leave the excavator where it was for investigation purposes. The emergency hotline contact then informed the NCO that the excavator was away from the track. Based on this information, the NCO believed that the excavator was clear of the danger zone and therefore allowed rail traffic to proceed past the incident site without imposing restrictions. However, the excavator was still in the danger zone and close to the running line, which meant it was a risk to operations. Had the conversations between the PO, emergency hotline contact and other parties identified the excavator was in the danger zone, it is highly likely that this information would have been forwarded to the NCO and the second near collision would have been avoided.

Guidelines for the use of standardised railway terminology

The Rail Industry Safety and Standards Board’s (RISSB’s) Safety critical communications guideline (2018) stated that one way to mitigate the risk of misunderstanding in communication was to avoid the use of acronyms and words with alternative meanings. Instead, the guideline advised the use of industry-specific terminology that cannot be misinterpreted. Although QR’s QNRP provided relevant information on spoken communication and the use of standard terms, such as the phonetic alphabet, when communicating information, there was no formal guidance for rail safety workers to incorporate standardised rail-specific terminology when communicating safety-critical information. Including this guidance, and reinforcing its use during safety-critical communications, would reduce the risk of these types of miscommunications, particularly during an emergency response.

Direction to remove the excavator from the danger zone

Following the first near collision, the supervisor travelled to the incident site to assess the situation, after being advised that the excavator was off the track but may still be in the danger zone. After arriving at the site, they confirmed that it was still in the danger zone, and they instructed the excavator operator to move the excavator further away from the tracks.

In interview the supervisor advised that they had assumed that rail traffic would have been suspended following the first near collision, but they had not confirmed that this was the case with the NCO. It is understandable that a natural reaction to such a situation would be to immediately remove a potential collision hazard. However, by instructing the excavator operator to enter the danger zone and move the excavator without first gaining permission from the NCO and confirming that rail traffic had been suspended, the supervisor was placing the excavator operator and others nearby (and potentially those on the train) at unnecessary risk.

After the second near collision, again the supervisor exposed the excavator operator to danger by directing them to remove the excavator from the danger zone without gaining the necessary protection from the NCO.

Assurance activities

Additional task performance aspects

At present in most rail networks in Australia, work on track fundamentally relies on administrative controls (rules and procedures), with there being limited use of technology to reduce the risk of workers being struck by rail traffic. However, human performance is inherently fallible. Accordingly, working within the rail corridor requires significant planning, communication and worker adherence to rules and procedures in order to provide a safe work environment.

As already outlined in previous sections of this analysis, there were limitations associated with the network pre-start brief that increased safety risk. There were also limitations with a number of subsequent communications that increased risk, as discussed in the previous section. In addition, the investigation identified a number of other actions at the worksite that increased risk, many of which were explicitly or implicitly inconsistent with the rail operator’s rules and procedures. These actions included:

  • The supervisor did not attend the briefing delivered by the lead PO at the worksite regarding the TOA without in-field protection prior to the preparation work and they then commenced work tasks in the rail corridor.
  • The supervisor provided limited supervision of the team leader and the recipient at the worksite, who were both new to their roles.    
  • There was no designated ‘lookout’ in place for the preparation work, which was conducted with a TOA without in-field protection with less than the required sighting distance.
  • The recipient did not gain permission from the PO before directing the excavator to on-track the excavator.
  • The recipient did not advise the excavator operator of the radio channel to use at the worksite (although this was listed on the network pre-start briefing form).
  • The recipient did not have a radio and did not maintain full visibility and communication (radio contact) with the excavator operator.
  • After the first near collision there was no ‘pause and re-start’ in accordance with the network pre-start briefing form.
  • The supervisor directed the PO, who oversaw protection within the rail corridor, to return to the Cannon Hill depot while machinery and workers were still in the rail corridor without the required protection. 

Although the team leader (acting as the person in charge of work) and the recipient were acting in roles for which they were inexperienced, they and the supervisor of the work group were experienced in track work safety. All 3 rail safety workers had been formally trained to act as a PO, deliver a network pre-start briefing, conduct communications (as per the QNRP), conduct lookout duties and rail safety awareness. Their training and experience should have provided them with the necessary competence and skills to work safely in the environment of the rail corridor.

The investigation did not identify any environmental conditions that necessitated the undertaking of deviations from procedures. The absence of one worker due to sickness resulted in the work group undertaking preparatory work prior to the planned closure to manage this contingency. However, there appeared to be no indication that there would be insufficient time to undertake the preparatory work and the preparatory work was completed well before the planned closure period.

The arrival of workers at different times and the need to use multiple access gates for different machinery complicated the situation for the work group. However, this situation should have indicated a need for more thorough briefings and communications as these problems developed. Although the activities were occurring overnight, the available evidence did not indicate that any of the involved work group was experiencing adverse levels of fatigue.

Given the number and variety of individual actions that increased risk associated with the near collisions, and no obvious explanation for this overall pattern of actions, the investigation considered the assurance processes the operator had in place to detect work practices being inconsistent with rules and procedures.

Assurance activities related to network pre-start safety briefings

It is essential that information gained from first-line assurance activities genuinely reflects what is actually happening when frontline workers are performing tasks in the rail corridor. Accurate data capture is critical in first-line assurance, as second and third-line assurance are linked and leverage off the results. If the information is not accurate, then the integrity of the 3 lines of defence assurance model will be flawed, which will likely have a significant impact on future safety.

As already outlined, the network pre-start safety briefing is an essential and safety-critical component of minimising safety risk while conducting work on track. Findings from investigations have shown that ineffective network pre-start briefings have either directly or indirectly contributed to the death of workers as a consequence of being struck by rail traffic, and this was also a key problem in the near collisions at Thorneside. Accordingly, the ATSB focussed its assessment on the application and results gained from assurance activities, relevant to pre-start briefings, to determine the effectiveness of the 3 lines of defence assurance model in identifying and managing risk.  

The ATSB reviewed first-line assurance inspection forms that were completed between 2019‍‍–‍2020, which included (among other things) the inspection of compliance with network pre‑start briefings, worksite protection and safe work activities. These consisted of 495 worksite protection compliance assessment forms and 118 maintenance inspection records. Almost every form examined by the ATSB identified near full compliance with all aspects of the required processes with very few safety-related matters identified. This data could be interpreted as providing assurance to the organisation that workplace activities were routinely being conducted effectively. However, the results of this investigation and at least some other incidents indicate that workplace activities were not always effective.

The extent to which the first-line assurance activities provided a reliable assessment of the network pre-start briefings appeared to be limited due to multiple factors:

  • There was no explicit guidance associated with the worksite protection compliance assessment form that explained what aspects of the briefing were to be evaluated. More specifically, the extent which all relevant workers (including POs) were at the briefing and participated in the briefing was not explicitly requested or recorded.
  • The maintenance inspection form covered a wide range of topics and was detailed, consisting of 199 items. However, although some of these items referred to the network pre-start briefing, none of the questions asked if all relevant workers (including the PO) were at the briefing and participated in the briefing. It is acknowledged that not every specific aspect can be covered in such assessments, and increasing the length of such assessments will not always lead to more useful, accurate data.
  • The maintenance inspection forms were completed by a supervisor or team leader on their own work section (which is an inherent part of many first-line assurance activities). However, as noted in the UK Rail Accident Investigation Branch report into the Margam accident, such a process can be associated with a range of factors that may limit the objectivity, completeness, or accuracy of such assessments.

Accordingly, appropriate use of independent (or second-line / third-line) assessments is needed to provide confidence in the validity and reliability of first-line assessments. Evidence provided by QR showed that there had been limited second-line and no third-line assurance activities directed at network pre-start briefings, possibly due to the near faultless results of first-line assurance activities. One second-line assurance activity conducted after the May 2017 fatal accident at Petrie focussed on network pre-start briefings and involved interviewing workers associated with 21 tasks about a briefing or the briefing process. Given the identified criticality of effective pre-start briefings following the Petrie accident, this was a relatively small sample. The assessments also appeared to focus on the extent to which workers advised whether the briefings provided information about hazards and controls, which is obviously important. However, the extent to which all relevant personnel (including POs) attended briefings and actively participated in briefings was not documented.

The available evidence does not indicate that there was widespread non-compliance with network pre-start briefing procedures or related communication processes, and the ATSB has not concluded that widespread non-compliance was occurring. However, the assurance activities that were conducted did not provide sufficient assurance regarding the extent to which network pre‑start briefings were being conducted effectively. In other words, based on the nature of the assessments conducted, the extent to which the problems that occurred at Thorneside on 6‍–‍7 March 2020 had occurred at other locations or at other times could not be reliably evaluated.

In summary, QR’s 3 lines of defence assurance model is well equipped to manage safety. Nevertheless, if the process is not administered as intended and in line with risk management principles then track worker safety may be at risk. Network pre-start briefings are a critical control to manage the risk of collisions between rail traffic and workers. However, the design of the first‑line assurance activities and the limited conduct of second and third-line assurance activities provided only limited assurance that the worksite protection aspects of the briefings were being conducted effectively.

It is understood that assurance processes, regardless of how well or how often they are conducted, will not prevent all instances of procedures not being conducted as expected. In this case, given some of the situational factors involved, the extent to which improvements in the assurance processes would have prevented the near collisions at Thorneside was difficult to evaluate.

The ATSB notes that, following the Thorneside incident, QR has undertaken a significant program of work to improve track worker safety. Further details are provided in the Safety issues and actions section of the report.

Accident prevented

On recognising the imminent risk of collision, both the train driver and the excavator operator took immediate action which prevented the serious incident becoming an accident. The train driver applied the emergency brake on the train while the excavator operator used the excavator’s boom arm and bucket to drag it from the rail tracks as the train passed at about 61 km/h.

Findings

ATSB investigation report findings focus on safety factors (that is, events and conditions that increase risk). Safety factors include ‘contributing factors’ and ‘other factors that increased risk’ (that is, factors that did not meet the definition of a contributing factor for this occurrence but were still considered important to include in the report for the purpose of increasing awareness and enhancing safety). In addition ‘other findings’ may be included to provide important information about topics other than safety factors. 

Safety issues are highlighted in bold to emphasise their importance. A safety issue is a safety factor that (a) can reasonably be regarded as having the potential to adversely affect the safety of future operations, and (b) is a characteristic of an organisation or a system, rather than a characteristic of a specific individual, or characteristic of an operating environment at a specific point in time.

These findings should not be read as apportioning blame or liability to any particular organisation or individual.

From the evidence available, the following findings are made with respect to the near collision incidents involving an excavator and passenger trains 1898 and 18A0 near Thorneside, Queensland, on 7 March 2020.

Contributing factors

  • The lead protection officer (PO), assistant PO and the excavator operator were not included in a network pre-start briefing, which denied them and the work group of essential safety information applicable to their roles and responsibilities.
  • The lead protection officer (PO) was not informed of or aware that an excavator had arrived at the worksite. Consequently, when the network control officer (NCO) notified the PO of a track fault indication (associated with the on-tracking of the excavator) and asked if there was any equipment on-track, the PO had an incomplete mental model of the work group and advised the NCO that there was no equipment on-track.
  • Without gaining the necessary authority, the recipient directed the operator of the excavator to on-track under the incorrect assumption the worksite was protected by a track occupancy authority (TOA) with in-field protection and train activity on the rail corridor had ceased. However, there was no protection in place and the rail corridor was open for normal train traffic.
  • Following the first near collision, communications between the protection officer (PO), the emergency hotline contact and other parties about the location of the excavator did not clarify that, although the excavator was off the track, it was still in the danger zone.
  • The Queensland Network Rules and Procedures did not provide sufficient guidance for rail safety workers to ensure they used standardised rail-specific terminology when communicating safety-critical information. [Safety issue]
  • After the first near collision, the supervisor directed the excavator operator to remove the excavator from the danger zone without gaining the necessary authority from the network control officer or confirming that rail traffic had been stopped. This omission contributed to the second near collision between another suburban train and the excavator.

Other factors that increased risk

  • Network pre-start briefings are a critical control in place to manage the risk of collisions between rail traffic and workers and machinery, and Queensland Rail had undertaken significant work to improve these processes. However, the design of the first-line assurance activities and the limited conduct of second-line and third-line assurance activities provided only limited assurance that the worksite protection aspects of the briefings were being conducted effectively. [Safety issue]

Other findings

  • After detecting that the train and the excavator were on a collision course, the driver of train 1898 and the operator of the excavator both promptly undertook all available actions to reduce the collision risk.

Safety issues and actions

Central to the ATSB’s investigation of transport safety matters is the early identification of safety issues. The ATSB expects relevant organisations will address all safety issues an investigation identifies.

Depending on the level of risk of a safety issue, the extent of corrective action taken by the relevant organisation(s), or the desirability of directing a broad safety message to the rail industry, the ATSB may issue a formal safety recommendation or safety advisory notice as part of the final report.

All of the directly involved parties were provided with a draft report and invited to provide submissions. As part of that process, each organisation was asked to communicate what safety actions, if any, they had carried out or were planning to carry out in relation to each safety issue relevant to their organisation.

Descriptions of each safety issue, and any associated safety recommendations, are detailed below. Click the link to read the full safety issue description, including the issue status and any safety action/s taken. Safety issues and actions are updated on this website when safety issue owners provide further information concerning the implementation of safety action.

Use of standardised railway terminology

Safety issue number: RO-2020-003-SI-01

Safety issue description: The Queensland Network Rules and Procedures did not provide sufficient guidance for rail safety workers to ensure they used standardised rail-specific terminology when communicating safety-critical information.

Assurance activities related to network pre-start safety briefings

Safety issue number: RO-2020-003-SI-02

Safety issue description: Network pre-start briefings are a critical control in place to manage the risk of collisions between rail traffic and workers and machinery, and Queensland Rail had undertaken significant work to improve these processes. However, the design of the first-line assurance activities and the limited conduct of second-line and third-line assurance activities provided only limited assurance that the worksite protection aspects of the briefings were being conducted effectively.

Safety action not associated with an identified safety issue
Whether or not the ATSB identifies safety issues in the course of an investigation, relevant organisations may proactively initiate safety action in order to reduce their safety risk. The ATSB has been advised of the following proactive safety action in response to this occurrence.
Additional safety action by Queensland Rail

Critical safety alert

Soon after the incident, on 10 March 2020, Queensland Rail issued a critical safety alert (CSA) directed to protection officers (POs) and their supervisors and managers, and all infrastructure workers and their supervisors and managers. The alert provided a brief overview of the incident and stated the following actions to be taken:

All workers must receive a prestart briefing prior to entering the Rail Corridor. The prestart briefing must include:
• the workgroup supervisor giving a briefing on the type of works that will take place and the risks and hazards associated with the worksite; and
• the Protection Officer giving the rail safety component of the briefing e.g. limits and types of track protection that will be used.
Workers may only enter the Danger Zone once they have been given permission from their workgroup supervisor.
Workgroup supervisors may only allow workers to enter the Danger Zone once they have confirmation from the Protection Officer that the required protection is in place.
If an incident occurs in the Danger Zone, workers must immediately notify their supervisor who must notify the Protection Officer. Where workers cannot contact their supervisor, they are to ensure the Protection Officer is advised. The Network Control Officer must also be notified.
Where necessary, the Protection Officer must arrange to have all rail traffic stopped.
Following an incident, the workgroup supervisors must confirm with the Protection Officer that adequate protection is in place prior to any workers re-entering the Danger Zone.

Subsequent improvement activities

Following the incident, Queensland Rail (QR) offered an enforceable voluntary undertaking (EVU) to the Office of the National Rail Safety Regulator in September 2021, with clarifications made in October 2021. This EVU summarised the following additional actions undertaken by QR:

• On 10 March 2020, the Executive General Manager SEQ Assets held a Safety Pause for applicable SEQ Assets employees to raise awareness of the incident and help focus employee mindsets on safe behaviours.
• On 12 March 2020, the Head of SEQ facilitated a Management Safety Workshop with key managers and supervisors to review details of several recent incidents (including reviewing interim findings of this Incident) to determine actions to help prevent future recurrence of similar incidents.
• On 30 April 2020, Queensland Rail commenced reporting on implemented lead indicators for key controls regarding trackside safety to the Executive Safety Committee on a monthly basis.
• On 18 May 2020, the Senior Manager SEQ Signalling & Telecommunications issued a CSA mandating that planned work in the Danger Zone must be advertised on Train Notice within SEQ Network Assets.
• On 18 May 2020, the Senior Manager Rail Safety and Accreditation clarified terminology to be used when communicating safety critical information when working in the Network within all Protection Officer training and the revised pre-start briefing training.
• On 1 June 2020, the Senior Manager SEQ Signalling & Telecommunications implemented a process for ensuring plans for work in the Danger Zone within SEQ are endorsed and approved including an escalation process for approving a change to an approved plan.
• On 14 July 2020 Queensland Rail updated its safety management system, including its pre-start briefing training to better outline the role of employees prior to entering the Rail Corridor. Part of these updates included further explaining the purpose of pre-start briefings, what makes a good pre-start and the importance of asking questions and developing good site sketches.
• On 29 July 2020, the Senior Manager Assurance & Capability implemented first-line and second-line assurance regimes for compliance with safety procedures and processes for working in the corridor throughout the SEQ network.

Subsequent proposed initiatives

Under the EVU, QR outlined 13 initiatives to improving planning processes for track access, the safeworking control framework, capability of safety-critical workers and effectiveness of safety assurance and performance. The EVU outlined safety initiative leads and accountabilities and a proposed schedule for implementation. The initiatives included the following:

  • improve planning and communication between track workers and network control officers (NCOs) in south-east Queensland
  • implement a track access system (a common interface between NCOs and POs)
  • conduct further work to review the Queensland Network Rules and Procedures (QNRP) and deliver refresher workshops
  • enhance network lookout processes (to reduce the likelihood of unintentional release of track protection while workers are still in the danger zone)
  • cease using lookout working[43] within south-east Queensland
  • review lookout working in regional areas
  • improve trackside pre-start briefings
  • introduce a non-technical skills program for POs
  • introduce a non-technical skills program for trackside worker supervisors
  • use external and internal incidents to review QR processes for any deficiencies
  • develop an approved tool for conducting first-line assurance of POs (and compliance with procedures for working in the rail corridor) and an associated assurance plan
  • develop an assurance tool for assessing communications between NCOs and POs and implement the assurance process.

QR advised the ATSB that, as of 1 November 2023, 12 of the 13 initiatives had been externally verified as closed and the final initiative was on track for completion by 31 December 2023.

Additional safety action by other parties

In January 2023, the Office of the National Rail Safety Regulator (ONRSR) and the Rail Industry Safety and Standards Board (RISSB) released the results of a global investigation into how world standard technology can protect track workers in the Australian rail industry. The introduction section of the Track Worker Safety Options Report stated:

This research project has been undertaken to establish a shared understanding of TWS [track worker safety] options and their use in the rail sector. The purpose of the project is to identify primarily current, and some emerging, TWS options for improving the safety of workers on Australian rail networks. It is anticipated that understanding the options available as well as their context for use in providing TWS will enable the rail sector to invest in these solutions and implement them successfully.
This report captures many aspects of this project, including a summary of the literature review, highlights from the survey findings, a snapshot of the stakeholder engagement workshop and an options table….

The options in the table were grouped in the following types:

  • vehicle installed devices that give warnings to train crew
  • worksite installed devices the give warnings to track workers
  • sensors and devices that give targeted alerts to both vehicle crew and track workers
  • infrastructure systems, methods and devices that remove the need for workers on tracks to undertake work
  • infrastructure systems and devices that automatically prevent vehicles from entering a worksite.

Glossary

CSACritical safety alert
ECOElectric control officer
EVUEnforceable voluntary undertaking
NCONetwork control officer
ONRSROffice of the National Rail Safety Regulator
POProtection officer
QNRPQueensland Network Rules and Procedures
QRQueensland Rail
RAIBRail Accident Investigation Branch (United Kingdom)
RISSBRail Industry Safety and Standards Board
TOATrack occupancy authority

Sources and submissions

Sources of information

The sources of information during the investigation included:

  • relevant staff from Queensland Rail
  • the lead protection officer
  • the excavator operator
  • event recorder evidence from trains 1898 and 18A0
  • CCTV footage from the front-of-train camera of train 1898
  • universal traffic control replay system
  • Queensland Rail.

Submissions

Under section 26 of the Transport Safety Investigation Act 2003, the ATSB may provide a draft report, on a confidential basis, to any person whom the ATSB considers appropriate. That section allows a person receiving a draft report to make submissions to the ATSB about the draft report.

A draft of this report was provided to the following directly involved parties:

  • Queensland Rail
  • the depot supervisor
  • the work group team leader
  • the recipient
  • excavator operator
  • the Officer of the National Rail Safety Regulator (ONRSR).

Submissions were received from Queensland Rail and ONRSR. The submissions were reviewed and, where considered appropriate, the text of the report was amended accordingly.

Purpose of safety investigations

The objective of a safety investigation is to enhance transport safety. This is done through:

  • identifying safety issues and facilitating safety action to address those issues
  • providing information about occurrences and their associated safety factors to facilitate learning within the transport industry.

It is not a function of the ATSB to apportion blame or provide a means for determining liability. At the same time, an investigation report must include factual material of sufficient weight to support the analysis and findings. At all times the ATSB endeavours to balance the use of material that could imply adverse comment with the need to properly explain what happened, and why, in a fair and unbiased manner. The ATSB does not investigate for the purpose of taking administrative, regulatory or criminal action.

Terminology

An explanation of terminology used in ATSB investigation reports is available here. This includes terms such as occurrence, contributing factor, other factor that increased risk, and safety issue.

Publishing information

Released in accordance with section 25 of the Transport Safety Investigation Act 2003

Published by: Australian Transport Safety Bureau

© Commonwealth of Australia 2023

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[1] Danger zone: all space within 3 m horizontally from the nearest rail and any distance above or below this 3 m, unless a safe place exists or can be created.

[2] Recipient: an authorised person who has the competence and responsibility to supervise the electrical safety aspects of the work and has been appointed in that function for a specific worksite in electrified areas.

[3] Protection officer: the competent worker responsible for managing the rail safety component of worksite protection.

[4] Planned closure: a pre-planned work arrangement on a railway which may exclude rail traffic from the rail corridor. 

[5] Track occupancy authority (TOA): an authority for competent workers and their equipment to occupy a defined portion of track for a specified period.

[6] Network pre-start briefing: a communication and on-site activity planning session undertaken prior to the commencement of work or an activity. It should involve all workers, contractors and / or visitors involved, or exposed to, the work to be undertaken.

[7] Under this arrangement, signals are restored to STOP in the field by the NCO, restricting trains from entering the signalled section where work is being performed, and a lookout [competent person] positioned near the workers is used as a secondary safety measure. Work being performed cannot break or obstruct the track.   

[8] Train notice: a notice issued by a rail infrastructure manager that contains safeworking and other relevant information for workers.

[9] Train diagram: a diagram that tracks the scheduled movement of trains, which is used by NCOs.

[10] Rail kilometres from Park Road Station.

[11] The assistant PO was not required for the preparation work.

[12] A height limiter allows an operator to define the pre-set limit of machinery boom height.

[13] Electrical control officer: the worker who controls the power supply to the overhead line equipment and is responsible for all switching operations and isolations of electrical equipment.

[14] Suspend code: a code number communicated by the PO to the NCO.

[15] The NCO enters the suspend code into the system to enable the NCO to route train movements through the previous closed section.  

[16] The failed track indication was most likely caused by the excavator’s bucket or boom arm contacting the rail(s) and short circuiting the track section as it on-tracked.

[17] Given the distance from the work group entrance gate and the noise of the excavator, it is extremely unlikely that the excavator operator could have heard the car horn at that time.

[18] The drug and alcohol tests of the involved workers produced a negative result (that is, no drugs or alcohol detected).

[19] In-field protection: 1 or more devices approved by access providers that provide warning to protect rail traffic crew and workers. Such devices include stop signs and railway track signals (that is, detonators placed on the track that explode on impact to attract the attention of rail safety workers). These devices may be used in conjunction with signalling or blocking facilities.

[20] Work on track authority: an authority to perform work on track (either a local possession authority, track occupancy authority or track work authority.

[21] Obstructing: any defect in the track or track formation or obstacle on or adjacent to the permanent way which will prevent the safe passage of trains.

[22] Lookout: a competent worker responsible for keeping watch for approaching rail traffic and for warning other workers to stand clear of the line before the rail traffic arrived.

[23] Means of protection: a method used to exclude rail traffic from a portion of track.

[24] Safety measure: a measure used to provide protection for workers when working or walking in the danger zone.

[25] Mobile plant spotter: a person responsible for the separation of plant and people at a worksite.

[26] Nominated person: a competent person trained and qualified to deliver a network pre-start briefing.

[27] Foul: in a position to obstruct rail traffic.

[28] Obstruction: any defect in the track or track formation or obstacle on or adjacent to the permanent way which will prevent the safe passage of trains.

[29] Safe place: a place where workers and equipment cannot be struck by rail traffic.

[30] Access: a designated safe way into, along, across or out of a rail corridor.

[31] Any defect in the track or track formation, or obstacle on, above or adjacent to the track which will prevent the safe passage of trains. 

[32] R3: track/road vehicles that do not reliably operate track circuits and axle counters.

[33] ATSB rail occurrence investigation RO-2010-004, Collision between an XPT passenger train and a track-mounted excavator, near Maitland NSW, 5 May 2010

[34] ATSB rail occurrence investigation RO-2011-016, Collision between freight train 7SP3 and a track mounted excavator near Jaurdi, Western Australia, 28 March 2011

[35] ATSB rail occurrence investigation RO-2015-009, Track worker struck by train near Laverton station, Victoria on 2 October 2015

[36] ATSB rail occurrence investigation RO-2016-008, Track worker fatally injured when struck by train W510, Clyde, New South Wales, on 18 June 2016

[37] ATSB rail occurrence investigation RO-2017-003, Running line collision with worker involving passenger train T570, Petrie, Queensland on 29 May 2017

[38] RAIB Rail accident report 11/2020, Track workers struck by a train at Margam, Neath Port Talbot, 3 July 2019

[39] Tilt train: long-distance passenger train service.

[40] Integrated assurance plan: an assurance plan that puts together into an integrated whole all assurance activities of second and third-line assurance providers for a financial year.

[41] Sections: 2, 3 and 8 of the network pre-start briefing procedure referred to the delivery of the briefing, participation in the briefing and the debrief (following work).

[42] One item asked whether a specific type of qualified driver had been nominated in the briefing for an on-track vehicle authority.

[43] Lookout working: a safety measure used by competent workers to carry out work on track without a formally issued work on track authority. It involves positioning workers as lookouts to warn other workers of approaching rail vehicles.

Occurrence summary

Investigation number RO-2020-003
Occurrence date 07/03/2020
Location Thorneside
State Queensland
Report release date 19/12/2023
Report status Final
Investigation level Defined
Investigation type Occurrence Investigation
Investigation status Completed
Mode of transport Rail
Rail occurrence category Safe Working Irregularity/Breach
Occurrence class Incident
Highest injury level None

Train details

Train operator Queensland Rail
Train number 1898
Type of operation Suburban Passenger
Departure point Shorncliffe, Queensland
Destination Cleveland, Queensland
Train damage Nil