It was touched on a fair bit in the report that the RAIB were unsure about whether a modern cab would have fared significantly better - although it is unlikely to have detached in such a dramatic and violent way, once hitting the bridge parapet it was going to be particularly destructive sadly.
Sometimes the collision force and closing speed is just too great to handle. Whilst HSTs should be phased out due to age anyway this is very much a secondary factor beyond the disastrously managed drainage works and the fact the train was still running at full speed.
Yes, I think the report is clear enough that at that speed there was sadly little chance of a good outcome for the driver, even if they'd been driving a train built to current standards.
Nevertheless the extreme nature of the damage sustained by the cab at Carmont is chilling, and I can't fault drivers for feeling some concern for their protection in lower-energy impacts.
I'm curious to see the results of the investigation into a high-speed derailment and subsequent collision with a stand of trees that involved an HST-derived vehicle in Australia in February 2020. Both occupants of the leading cab - the driver and a safeworking pilot - were killed, and I suspect that inadequate protection will be identified as a factor there as well.
Modern cabs all have a crumple zone designed to protect the driver. The cab structure itself is steel/aluminium, effectively built like a tank, and hidden from sight by fibreglass panelling. The fibreglass panelling (which is all you normally see from the outside of the cab) is intended to come out badly damaged in a crash.
You're correct, but it must be noted here (as identified in the report) that even the most-modern cabs in service today are not designed to survive a collision at so high a speed. Certainly though a modern cab will better protect a driver against lower-speed collisions, and over-run by other vehicles in the train, but none of those protections would have saved the driver at Carmont given that he died of
secondary impact. A three-point seatbelt might have, but even then that can't be said for certain as both its mounts and its pretensioner are liable to fail above a certain kinetic energy loading.
Nobody seemed to be able to find the relevant documentation for sign off, when the works were checked it wasn’t the full amount (because there were no “as-built” drawings) and there were a few missed opportunities to get this right;
I am deeply disturbed that NR's entire asset management program appears to rely wholly on the contractor supplying the as-built drawings, which is to say that the contractor effectively has to remind NR of the fact that the new asset even exists.
I think overall we are concentrating too much on the the crashworthiness aspect ... The more important areas are the poor control of the civil engineering and the operational control by Network Rail. It is easier to concentrate on something we are all familiar with ie HST rather than the more esoteric details of Construction Design and Management and Emergency Management.
This is a very pertinent observation. The track became obstructed entirely independently of any rolling stock, and I think the report is sufficiently clear to allow it to be said that even with a much a newer train instead of an HST the occurrence of a derailment cannot be ruled out.