RAMP C 279 N.B. over OVER RAMPS Q,A,B (Q,F,G)
Map
Coordinates:
+40.43931, -80.0102640°26'22" N, 80°00'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP C 279 N.B. over OVER RAMPS Q,A,B (Q,F,G) |
| Structure number: | 020279006012170 |
| Location: | FT PITT BR(NB)-PORTAL BR |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 151.9 ft. [46.3 m] |
| Total length: | 671.0 ft. [204.5 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
| Vertical clearance below bridge: | 40.0 ft. [12.2 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Year reconstructed: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,570 [as of 2010] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 71.8 tons [65.3 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
2000 Inspection
| Average daily traffic: | 8,304 [as of 2000] |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26,499 [as of 1992] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 54.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,916,000 |