MARTIN-PRAHA AVE over CONRAIL
Map
Coordinates:
+41.47833, -81.6583341°28'42" N, 81°39'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MARTIN-PRAHA AVE over CONRAIL |
| Structure number: | 1866974 |
| Location: | WEST OFF EAST 55 ST |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 84.0 ft. [25.6 m] |
| Total length: | 153.9 ft. [46.9 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Vertical clearance below bridge: | 21.0 ft. [6.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1928 |
| Year reconstructed: | 1953 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 500 [as of 1982] |
| Truck traffic: | 15% of total traffic |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 12.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,000,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 500 [as of 1982] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 12.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,000,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 500 [as of 1982] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 12.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,000,000 |