RAMP E over PARKING LOTS
Map
Coordinates:
+40.45833, -80.0283340°27'30" N, 80°01'42" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP E over PARKING LOTS |
| Structure number: | 028049002002060 |
| Location: | CHATEAU ST.TO TR 65 NB |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 79.1 ft. [24.1 m] |
| Total length: | 558.1 ft. [170.1 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| 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: | 7 |
| 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: | 1,385 [as of 2009] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.8 tons [65.3 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 81.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 44 [as of 2000] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,416,000 |