WEST CARSON ST over SAW MILL RUN
Map
Coordinates:
+40.44414, -80.0282640°26'39" N, 80°01'42" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | WEST CARSON ST over SAW MILL RUN |
| Structure number: | 023106001007040 |
| Location: | PGH.@ WEST END CIRCLE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 36.1 ft. [11.0 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Vertical clearance above deck: | 14.1 ft. [4.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1910 |
| 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: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,993 [as of 2010] |
| Truck traffic: | 7% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 53.9 tons [49.0 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |