Project Summary
About the Project

- Multi-plate Corrugated Metal Arch
- Limestone Masonry Railing and Headwall
- Concrete Footing — Cracked in multiple locations, scour occurring under north footing.
- Metal Arch — Corroded at concrete footing. Arch could be strengthened but corrosion would continue and bridge’s load-carrying capacity would be limited, as it is now.
- Fill — Fill above metal arch must be removed to repair corroding arch and cracked concrete footings. Stone railings/headwalls would be difficult to brace during process.
- Limestone Railing & Headwall — Railing doesn’t meet crash standards. Stone is severely deteriorated.
- Roadway — Roadway needs to be 10’ wider for pedestrian and bike use. West headwall would have to be taken down stone by stone and rebuilt 10’ to the west. Stone would crumble in process.
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