CAMBRIA & "A" STS. over CONRAIL
Map
Coordinates:
+39.99351, -75.1286539°59'37" N, 75°07'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CAMBRIA & "A" STS. over CONRAIL |
| Structure number: | 677301001000780 |
| Location: | CAMBRIA & A STRS. 29A05 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 81.0 ft. [24.7 m] |
| Total length: | 184.1 ft. [56.1 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1916 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete continuous [2] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,200 [as of 1980] |
| Deck condition: | Fair [5 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: | 56.9 tons [51.7 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,200 [as of 1980] |
| Deck condition: | Fair [5 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: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 71.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $284,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,200 [as of 1980] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $481,000 |