Lockersville RD Route
This route also has a 16-foot-wide road base with no medium.
This route is the most problematic due to two narrow old bridges. It is highly doubtful any transport configuration would pass engineering analysis.
This is also the route that would require the most turn improvements and tree trimming.
The route also has significant grade charges.
Based on our experience and the availability of other potential routes, I would deem this route as not viable or at a minimum cost prohibitive.
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