SEDGLEY AVENUE over CONRAIL
Map
Coordinates:
+40.00262, -75.1428540°00'09" N, 75°08'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SEDGLEY AVENUE over CONRAIL |
| Structure number: | 677301007002330 |
| Location: | WEST SEVENTH ST. 28J03 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 66.9 ft. [20.4 m] |
| Roadway width between curbs: | 34.5 ft. [10.5 m] |
| Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1907 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Closed Grating [4] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 6,300 [as of 1979] |
| Deck condition: | Fair [5 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: | 31.9 tons [29.0 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 31.6 |
| 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: | 6,300 [as of 1979] |
| Deck condition: | Fair [5 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: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $745,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 6,300 [as of 1979] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Operating rating: | 32.2 tons [29.3 metric tons] |
| Inventory rating: | 21.0 tons [19.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $683,000 |