Design of a modular precast concrete grade crossing; welded rail, tie, and
ballast replacement for 400 track feet; and surfacing of existing approach track
at the CR 37 crossing.
Design of a timber, rubber rail seal (Epflex), and asphalt concrete
crossing; welded rail, tie, and ballast replacement; as well as geometric
improvements for approximately 580 track feet were provided for the CR 36
Development of construction details, specifications, and detailed
Review of shop drawing submittals for grade crossings, track materials, and
crossing signals and gates.
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