N AVE&BRIGHTON RD over N-S RR-ALLEGHENY PARK
Map
Coordinates:
+40.45398, -80.0145840°27'14" N, 80°00'52" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N AVE&BRIGHTON RD over N-S RR-ALLEGHENY PARK |
| Structure number: | 027301000030670 |
| Location: | 301067 N AVE-BRIGHTON RD |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 84.0 ft. [25.6 m] |
| Total length: | 87.9 ft. [26.8 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
| Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
| Skew angle: | 45° |
| Owner: | Railroad [27] |
| Year built: | 1905 |
| Year reconstructed: | 1929 |
| 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: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 21,000 [as of 2005] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.9 tons [17.2 metric tons] |
| Inventory rating: | 11.0 tons [10.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,000 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 56.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $389,000 |
1992 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 21,000 [as of 1991] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $389,000 |