WOODLAND AVENUE over CSX RAILROAD
Map
Coordinates:
+39.93033, -75.2276639°55'49" N, 75°13'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WOODLAND AVENUE over CSX RAILROAD |
| Structure number: | 677301008005060 |
| Location: | AT 60TH STRRET 36G03 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 113.9 ft. [34.7 m] |
| Total length: | 113.9 ft. [34.7 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 73.8 ft. [22.5 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Skew angle: | 66° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Steel [3] |
| Main span design: | Other [00] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,325 [as of 1992] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 75.8 tons [68.9 metric tons] |
| Inventory rating: | 41.9 tons [38.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 91.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,325 [as of 1992] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 75.2 tons [68.4 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 95.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,101,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 8,900 [as of 1977] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 29.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,899,000 |