STANWIX ST over I-376 WB (PARKWAY EAST)
Map
Coordinates:
+40.43835, -80.0055940°26'18" N, 80°00'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STANWIX ST over I-376 WB (PARKWAY EAST) |
| Structure number: | 027301000031060 |
| Location: | 301106 BT FT PITT&376E RP |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 66.9 ft. [20.4 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 66.3 ft. [20.2 m] |
| Deck width edge-to-edge: | 86.6 ft. [26.4 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1939 |
| Year reconstructed: | 2002 |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,600 [as of 2004] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.9 tons [45.4 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Sufficiency rating: | 90.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,600 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $311,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,600 [as of 1991] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $311,000 |