The loop of track is in place; it is wired and functional. The first train even made the inaugural run. What’s next?
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| The first train to ever complete the loop |
That’s a good question. Part of me is wanting to dive direct into scenery but it cannot be done yet until running has been assessed. Until I can prove a large 2-10-2 or 4-8-4 steamer, a 16-car long passenger train or a 35-car freight train can navigate safely and reliably over the layout, it would be foolish to ballast the track.
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| Inaugurating the staging with a proper mixed train |
Several key issues have been identified, including the following:
1) Superelevation is neat but it doesn’t like to start after a turnout. I haven’t experimented that much with it, but I reckon that you need at least 12 inch of flat track on both sides of a turnout. This is the only way to make sure locomotives with long rigid wheelbase can navigate them without derailing. In this case, my BLI ATSF 4-8-4 with its huge drivers is a perfect candidate for testing.
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| Vertical transition and patchwork of track near a turnout isn't a good idea |
2) Superelevation on very broad curves add very little. In this specific case, I’m talking about the broad curve at Langlois station, in front of the feed mill. I made the superelevation half what it is elsewhere, but it still look silly. The reason is simple; this is a switching spot and having your freight train partially tilted doesn’t look good. It just looks like poorly laid track which induced unwarranted tilt. Also, that curve is so broad I gain virtually nothing from that superelevation. It's not high on the priority list, but it may be "improved" in the near future.
3) Superelevation on very sharp curves looks silly. This is the case of the 28” radius curve leading to the staging right of Armagh. For some reason, the trains look far too much tilted on this curve, as if they were going to fall. Visually, it’s not pleasing at all and mechanically, it induces the aforementioned issue with transitioning with the turnout. While superelevation is desirable, I think it should be half what it is there.
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| This superelevation may be reduces... maybe not |
4) At the culvert, between Langlois and Armagh, there is a slight grade. Nothing major, but it’s there. Visually, it had a little bit of interest because in real life, there was a grade there. The issue is the grade isn’t constant vertically, which induce some optical effects that don’t look good. I will need to rework my risers there.
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| The plywood creates a sounding board and must go |
5) The next issue is linked to the previous one. I used plywood to create a flat surface at the river level for the culvert, then screwed the risers on it. This created a dreaded soundboard. When trains run over that section, a very loud noise is unheard, which is really bursting the suspension of disbelief. I will need to remove that plywood as much as possible and rethink the way risers are fixed. Not at easy task, but a necessary one.
6) Elsewhere, the tape I used for superelevation isn’t always perfectly located under the ties. This variation causes trains to wobble a little, which is unsightly. The same also happens here and there because nailed track is not always perfectly laying flat on the cork. When ballasting, there is a risk of gravel going under the lifted ties and making these deformations permanent. Tracks will need to be secured with latex caulk before adding scenery.
7) The staging yard lift bridge is sitting a little bit higher than the yard, which created a substantial height difference at rail head. This is a likely source of future derailments. My idea is to either rise the yard tracks or find a way to lower the bridge. It is my suspicion that the later is probably easier and won’t add further vertical deformation along the route.
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| This is almost 1mm vertical difference between the layout and bridge! |
8) Team tracks and sidings in real life often sit lower than the mainline and I wonder if I should implement that everywhere on the layout. It is visually interesting, but that vertical transition could create issues at the double ended team track in Armagh. I can already imagine a lot of running issues raising from such an aesthetic choice. It can work at Langlois station, but I am more doubtful at Armagh. Had the track been 10 feet long, it wouldn’t be an issue, but when shorter, it becomes a roller coaster of poor decisions.
9) Finally, I need to test if all the staging tracks have a good geometry that works well with long trains. Lots of curves there which will inevitably reduce the pulling power of locomotives. Also, I need to identify which ones are best for passenger trains or large steam locomotives.
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| Nothing beats the feeling of a train running freely around the room |
As you can see, there is a lot of things to figure out but I feel like brushing them away would be the perfect recipe to be disenchanted with the layout. Poor track always leads to frustration and untimely death of a beloved project.
So I guess I have still a lot of work cut for me!






