WEST END BR over OHIO RIVER, CSX RR
Map
Coordinates:
+40.44492, -80.0277240°26'42" N, 80°01'40" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | WEST END BR over OHIO RIVER, CSX RR |
| Structure number: | 020019028001260 |
| Location: | WEST END BRIDGE |
| Purpose: | Carries highway and pedestrian walkway over railroad and waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 779.9 ft. [237.7 m] |
| Total length: | 1221.2 ft. [372.2 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
| Vertical clearance above deck: | 13.1 ft. [4.0 m] |
| Vertical clearance below bridge: | 2336.1 ft. [712.0 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1930 |
| Year reconstructed: | 1991 |
| 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: | Arch - Thru [12] |
| 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: | 14,571 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 69.9 tons [63.5 metric tons] |
| Inventory rating: | 41.9 tons [38.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 57.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,000 |