CEMETERY AVENUE over CSX TRANSPORTATION
Map
Coordinates:
+40.08333, -75.1250040°04'60" N, 75°07'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CEMETERY AVENUE over CSX TRANSPORTATION |
| Structure number: | 677301002000880 |
| Location: | CEMETERY AVENUE 36F03 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 87.9 ft. [26.8 m] |
| Total length: | 98.1 ft. [29.9 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 50° |
| Owner: | Railroad [27] |
| Year built: | 1960 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 150 [as of 1993] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 42.9 tons [39.0 metric tons] |
| Inventory rating: | 28.9 tons [26.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 1993] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 64.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $117,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 85.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $78,000 |