tag:blogger.com,1999:blog-3680441260735659551.post3301978831953446190..comments2023-12-25T06:50:30.229-05:00Comments on Elgin Car Shops - Custom Model Assembly and Finishing: GRRRRRRRRRRRRR!Unknownnoreply@blogger.comBlogger4125tag:blogger.com,1999:blog-3680441260735659551.post-87195528284385506742015-10-09T22:45:55.121-04:002015-10-09T22:45:55.121-04:00Hi Pierre;
If you were using code 83 or 70 rail y...Hi Pierre;<br /><br />If you were using code 83 or 70 rail you could skim the difference down 30-40 thou by reducing the rail height on the bridge to say code 55 or 40 and deal with a few thou by shims as Trevor suggests. the lighter rail would look really cool on the bridge.<br /><br />cheers;<br /><br />Steven LyonsAnonymousnoreply@blogger.comtag:blogger.com,1999:blog-3680441260735659551.post-13812648438462268482015-10-09T19:02:20.110-04:002015-10-09T19:02:20.110-04:00I'm with Trevor, why worry about .040"? I...I'm with Trevor, why worry about .040"? If I remember correctly the prototype raises the bridge slightly in relation to the roadbed. This might end up being an interesting touch.<br /><br />Great blog by the way, thanks for Trevor for posting a link to your website.<br /><br />Craig T.Craighttps://www.blogger.com/profile/14038902725419552488noreply@blogger.comtag:blogger.com,1999:blog-3680441260735659551.post-25449602787194100222015-10-09T09:41:58.147-04:002015-10-09T09:41:58.147-04:00Why not shim the track very gradually up to the br...Why not shim the track very gradually up to the bridge at each side?<br />- TrevorTrevorhttps://www.blogger.com/profile/09860331796911162859noreply@blogger.comtag:blogger.com,1999:blog-3680441260735659551.post-57215215119958658922015-10-09T09:19:06.860-04:002015-10-09T09:19:06.860-04:00At least you're fighting with stuff for YOU to...At least you're fighting with stuff for YOU to enjoy later.<br /><br />Steve Lucas.Anonymousnoreply@blogger.com