SAW MILL RUN BL over WEYMAN RUN
Map
Coordinates:
+40.38128, -79.9956340°22'53" N, 79°59'44" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | SAW MILL RUN BL over WEYMAN RUN |
| Structure number: | 020051033013350 |
| Location: | 250' SOUTHEAST OF SR 0088 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1931 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 15,444 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 21.0 tons [19.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 6.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |