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Originally Posted by Jihn M
Perhaps naive questions on my part, but is there any reliable information available as to (1) the maximum frequency that could be effected on LET Line 2 using g the current type of diesel trains while adding a limited number of extra twin track sections, and (2) whether it would be possible to run current Line 4 type trains on Line 2 to Bayview thereby adding some lower capacity Line 2 trains that could go directly to the Airport from downtown?
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My understanding is that Line 2 is pretty much maxed out, with regards to frequency. (That’s why they doubled the train length to increase its capacity, instead of simply adding more trains.) There is no room to let a Line 4 vehicle continue north to Bayview – and keep the current Line 2 runs. The only way to have a Line 4 vehicle go to Bayview would be to replace a Line 2 run with it. (i.e., They could skip one Line 2 run by holding a train at Bayview or Limebank for an extra 1h20, and allowing a Line 4 vehicle to take its slot between South Keye->Bayview->South Keys.) That leaves a 24 minute ‘hole’ in the schedule south od South Keys Station.
As for extra passing sidings, that is debatable. There is talk of widening the underpass of Walkley (to twin the tracks); widening ‘The Cut’ to bring twin tracks down to just north of Carling Station; and adding the second overpass over the VIA Rail track to twin the tracks from Brookfield to just south of Mooney’s Bay Station. But these are all costly additions for minimal gain, because there are sections – like the tunnel under the Rideau Canal – that would still be bottle-necks. The low-hanging fruit has all been picked.
All that said, OC Transpo does run coupled Alstom Coradia LINT vehicles as Line 2 trains. IF coupling and uncoupling was fast and automated, it might be possible for OC Transpo to schedule one Line 2 train of LINT vehicles to uncouple at South Keys so that one vehicle can go to the airport and the other continue to Riverside South. Heading north, they would re-couple at South Keys. However, that would add a huge amount of complexity, logistically, for vehicle movement and for passengers to ensure that they are in the correct half of a southbound vehicle. (I don’t even think that a completely distinctive pain-job for the vehicle that is going to the airport would be enough to guide customers to the right vehicle.)