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Norfolk Southern/Conrail Rail Connection–Bucyrus, Ohio - Surface ...

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Table 1-1<br />

Design Specifications for the Bucyrus, <strong>Ohio</strong> Connection<br />

Maximum curvature<br />

Maximum grade<br />

Minimum weight of rail<br />

Tie lengths<br />

10 degrees, 0 minutes<br />

0.90 percent<br />

136 pounds per yard<br />

8 feet, 6 inches<br />

Grade of ties 4 and 5<br />

Ties per mile 3,168<br />

Ballast depth<br />

Minimum subballast depth<br />

Minimum subgrade width<br />

Minimum depth of ditches<br />

Maximum side slopes<br />

Maximum cut<br />

Maximum fill<br />

12 inches<br />

12 inches<br />

32 feet<br />

1 foot, 0 inches<br />

2 horizontal : 1 vertical<br />

4.1 feet<br />

5.3 feet<br />

The width of the new right-of-way for the proposed connection would be approximately 40 feet. The<br />

proposed additional track would be centered on the right-of-way. On the <strong>Conrail</strong> right-of-way, the<br />

proposed track would be parallel to and spaced at a perpendicular distance of 15 feet from centerline<br />

to centerline for approximately 1,000 feet and then would connect with the <strong>Conrail</strong> line 200 feet west<br />

of Whetstone Street.<br />

The proposed connection would not cross any streams or wetlands, nor would any residences need to<br />

be removed as a result of the proposed project. NS would need to acquire rights to cross three properties<br />

and remove structures and materials associated with the Quinn Brothers Construction Company (which<br />

leases two of the properties and occupies all three). The structures that would be removed include the<br />

company office (a one-story frame building located in the construction yard) and a warehouse (the<br />

former T&OC freight depot).<br />

The proposed connection would cross Rensselaer Street and East Warren Street. The existing East<br />

Warren Street NS at-grade crossing would be expanded to accommodate the proposed track, and the<br />

crossing protection would be upgraded to include gates and flashing lights. A new at-grade crossing<br />

would be constructed at Rensselaer Street approximately 300 feet east of the existing NS crossing on<br />

Rensselaer Street. Protective devices at both the existing NS crossing and the new proposed crossing<br />

would include gates and flashing lights.<br />

The exact labor force required and the duration of construction have not been determined, but the<br />

project is expected to require 10 to 15 people and three to six months to complete. It is expected that<br />

the work would be done during normal working hours. Borrow material for the project would be<br />

1-4

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