No pour of floor yet. Rails dragged in for about half of decline.
Long time lurker, first time posterI would going on what has been said, think that it might be a concrete slab base as was used under the Anzac Highway Bridge this would hold the rails into a set position under the overbridge over the top and not allow the rails to move sideways. Just a guess though it might be fully sleepered.
Does anyone know how the rails in the underpass will be laid? Obviously the floor will be concrete, but will the rails be imbedded in the concrete similar to the Cross Road level crossing, or will the slab be laid, with the rails then placed on top?
Cheers
Justapax
You wouldn't assess a new light rail route based on using old Bib and Bub A type sets so why judge the viability of a future Belair service on the diabolical "Flexitys"?
That "tram" patronage has grown in Adelaide is a tribute to the concept not the vehicles.
I am sure the same arguments you raised were aired when conversion of the Bay route was proposed in the 1920s.
A half decent LRV would have a considerably shorter trip time than a DMU and probably faster than an EMU. In that the Hills suburbs tend to collect those with "Green" aspirations the locals would welcome an efficient non polluting LRV system. It has worked overseas even in auto biased USA, why not here?
The trip would be shortened by joining the existing tram route at Goodwood allowing access to the centre of the city.
That the trams are slow down King William Street is a result of inadequate traffic light override for trams not the trams.
Regards
Ian
Greenhill road to the Railway station via tram takes 20 minutes. Even the new trams rock and roll and max out at around 60kmh. The belair rail line is much too long for trams and trip times would have to massively increase. The DMU's will regularly hit 90 on parts of the Belair line, and hold a much better average speed than the trams can manage. Why spend significant investment to provide slower and poorer service?
If you want trams, stick them out to prospect. Easy line, runs past the new oval additions, reduces traffic into the city, reduces need for car parking in the city, and provides easy transport between north adelaide and the central CBD which will be very popular with north adelaide traders, and nightlife...
Long time lurker, first time poster
Does anyone know how the rails in the underpass will be laid? Obviously the floor will be concrete, but will the rails be imbedded in the concrete similar to the Cross Road level crossing, or will the slab be laid, with the rails then placed on top?
Cheers
Why spend significant investment to provide slower and poorer service?The situation now is that, given the choice, commuters will choose the service they perceive as being superior.
Some historical information about the tunnels during wartime - http://www.samemory.sa.gov.au/site/page.cfm?u=280
I would be more inclined to leave it as a heavy rail service in case there's ever an extension to Mt Barker in the future.
So track laying in the underpass has already begun thats some good progress being made better than I thoughtAn album of photos showing the progress since March in the construction of the southern dive can be found at http//s884.photobucket.com/user/eckyT/library/Rail%20Revitalisation/Goodwood%20Jn%20Underpass
rail won't be embedded. fixed using a pandrol VIPA, using top down construction. VIPA were used on the port bridges but fixed by drilling many holes after the slab was poured.
Will the slab have provisions for SG like all the sleepers each side of it?Had a Captain Cook last night down at the SASSME Park Ped Crossing and the Pandrol VIPA system is standard with no guage convertable function. I did not see any sign of alternative mounting studs or set-in threaded sockets for SG so I would say that there is no specific arrangement for conversion except for probably that the reinforcing bars are strategically placed to allow drilling of holes for such anchors. It is probably the cheapest option as there would be no need for custom parts that have no other use than for converting from 5'3" to SG. 5'3" is a guage that has been used very rarely anywhere in the world and there is not the need for someone to go through the expensive design and trial process for something that would probably only be used this once.
I realise SG is not on the agenda atm, just asking the question anyway...
rail won't be embedded. fixed using a pandrol VIPA, using top down construction. VIPA were used on the port bridges but fixed by drilling many holes after the slab was poured.They are not drilling holes for the Pandrol VIPA at Millswood southern entrance to the subway. I was at Cromer St this afternoon and saw more concrete being pumped in.
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