Pete_uk
Established Member
It's been changed a few times. I've always thought it silly to slow to 40, then accelerate up a hill only to have to stop for Stonehouse a moment later.
Sidings may not be signalled or be maintained to the standards required for passenger use. The driver may also need to walk through the train.Why would passengers have to leave the train if it reversed in sidings? Surely just a case of the driver/guard swapping cabs?
The junction was renewed in the 1990s and converted from single lead to double. There were probably space constraints as to what would fit between bridges, signals positions, overlaps etc. without moving every signalpost halfway to Bristol. Longer turnouts are also more expensive than shorter ones and more complex and potentially failure-prone, having additional backdrives, actuators, detection sensors. I wonder if this junction was reduced in speed when doubled. The extra flexibility and resilience of the double junction might have won out in the option analysis at a small cost in speed. A resignalling could offer a chance to speed things up if combined with junction track renewals.There must be a reason for only 40mph. It has been 40 since the route was reduced from 4 tracks to 2 in the mid 1970s. Has the pointwork been unchanged since then? If so, it must be getting pretty worn by now.
Gloucester is due to be resignaled in a couple of years.The junction was renewed in the 1990s and converted from single lead to double. There were probably space constraints as to what would fit between bridges, signals positions, overlaps etc. without moving every signalpost halfway to Bristol. Longer turnouts are also more expensive than shorter ones and more complex and potentially failure-prone, having additional backdrives, actuators, detection sensors. I wonder if this junction was reduced in speed when doubled. The extra flexibility and resilience of the double junction might have won out in the option analysis at a small cost in speed. A resignalling could offer a chance to speed things up if combined with junction track renewals.
Even so, 30 year old switches must be getting near replacement. I agree with you that hopefully resignalling will result in an improvement in turnout speed.The junction was renewed in the 1990s and converted from single lead to double. There were probably space constraints as to what would fit between bridges, signals positions, overlaps etc. without moving every signalpost halfway to Bristol. Longer turnouts are also more expensive than shorter ones and more complex and potentially failure-prone, having additional backdrives, actuators, detection sensors. I wonder if this junction was reduced in speed when doubled. The extra flexibility and resilience of the double junction might have won out in the option analysis at a small cost in speed. A resignalling could offer a chance to speed things up if combined with junction track renewals.
The timing looks quite hopeful for a remodelling together with the upcoming resignalling, or they might design the new signal layout to allow for a subsequent easy junction upgrade. If there was a new Gloucester South station to be built nearby where Golden Valley trains stopped, that might influence layout options.Even so, 30 year old switches must be getting near replacement. I agree with you that hopefully resignalling will result in an improvement in turnout speed.
Dont expect enhancements, its already been deferred once on cost.The timing looks quite hopeful for a remodelling together with the upcoming resignalling, or they might design the new signal layout to allow for a subsequent easy junction upgrade. If there was a new Gloucester South station to be built nearby where Golden Valley trains stopped, that might influence layout options.
I won't! Passive allowance for a future longer junction should be fairly cost-neutral.Dont expect enhancements, its already been deferred once on cost.