WEST OHIO ST over NORFOLK SOUTHERN R/R
Map
Coordinates:
+40.45161, -80.0106840°27'06" N, 80°00'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WEST OHIO ST over NORFOLK SOUTHERN R/R |
| Structure number: | 027301000031180 |
| Location: | 301118 AT WEST PARK |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 66.9 ft. [20.4 m] |
| Total length: | 68.9 ft. [21.0 m] |
| Roadway width between curbs: | 44.9 ft. [13.7 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Vertical clearance below bridge: | 19.0 ft. [5.8 m] |
| Skew angle: | 22° |
| Owner: | Railroad [27] |
| Year built: | 1903 |
| Year reconstructed: | 1958 |
| 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: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,596 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.9 tons [17.2 metric tons] |
| Inventory rating: | 2.0 tons [1.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 7.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,298 [as of 2000] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.8 tons [17.1 metric tons] |
| Inventory rating: | 2.0 tons [1.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 14.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,251,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 17,000 [as of 1991] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 20.8 tons [18.9 metric tons] |
| Inventory rating: | 6.9 tons [6.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $294,000 |