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rickmastfan67

Joined: 14 Jul 2008 Posts: 2031 Location: Pittsburgh, PA
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Posted: Thu Jun 19, 2014 12:34 am Post subject: KY: US-60 reroute for new Tennessee River Crossing |
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Just found out that US-60 has been rerouted to a brand new bridge crossing the Tennessee River to the East of the existing bridge. The new bridge has been open to traffic since July 31st, 2013.
http://www.wpsdlocal6.com/story/25518688/old-ledbetter-bridge-drops-an-additional-inch-overnight
As of this moment, the new route is not shown in OSM. However, in the Bing Imagery, you can see enough of the construction alignment that I can add it into OSM tonight so that once it's added, the coordinates can be acquired for the US-60 reroute. If you want a preview, you can see it open in the Google Sat imagery right now.
This will require an update to US-62 as well. This change will require 1 new point for US-62 and 3 for US-60. |
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rickmastfan67

Joined: 14 Jul 2008 Posts: 2031 Location: Pittsburgh, PA
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yakra

Joined: 30 Jul 2008 Posts: 2600 Location: Area Code 207
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Posted: Tue Jan 05, 2016 2:43 pm Post subject: Re: KY: US-60 reroute for new Tennessee River Crossing |
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rickmastfan67 wrote: | This will require an update to US-62 as well. This change will require 1 new point for US-62 and 3 for US-60. | Unless I'm missing something, only two points are required for US60: The new Ledbetter Bridge approach on the west side, and KY6074 (Adair St.)
Unless, are you counting the 90° turn here at a connector between the existing alignment and the new bridge approach and what looks like grading/preparation for a future Ledbetter bypass? I'm leaving that out for now, as it's within lateral tolerance.
See my commits at:
https://github.com/TravelMapping/HighwayData/compare/master...yakra:OldForumIssues
(Link will no longer work after branch is merged into master.) |
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rickmastfan67

Joined: 14 Jul 2008 Posts: 2031 Location: Pittsburgh, PA
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Posted: Tue Jan 05, 2016 11:56 pm Post subject: Re: KY: US-60 reroute for new Tennessee River Crossing |
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yakra wrote: | Unless, are you counting the 90° turn here at a connector between the existing alignment and the new bridge approach and what looks like grading/preparation for a future Ledbetter bypass? I'm leaving that out for now, as it's within lateral tolerance.
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Yes, that was the '3rd' point. |
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