PENN LINCOLN PY over BANKSVILLE RD. S.B.
Map
Coordinates:
+40.42926, -80.0293340°25'45" N, 80°01'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PENN LINCOLN PY over BANKSVILLE RD. S.B. |
| Structure number: | 020279004405730 |
| Location: | OVER SR 0019 SOUTHBOUND |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 185.0 ft. [56.4 m] |
| Roadway width between curbs: | 84.0 ft. [25.6 m] |
| Deck width edge-to-edge: | 87.6 ft. [26.7 m] |
| Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1953 |
| Year reconstructed: | 1976 |
| 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: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 64,017 [as of 2010] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 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: | 89.8 tons [81.6 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 104,557 [as of 2000] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 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: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,023,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 84,850 [as of 1991] |
| Deck condition: | Satisfactory [6 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: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 66.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $372,000 |