INTERSTATE 95 S.B. over FAIRMOUNT AVENUE
Map
Coordinates:
+39.96171, -75.1400639°57'42" N, 75°08'24" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | INTERSTATE 95 S.B. over FAIRMOUNT AVENUE |
| Structure number: | 670095022106660 |
| Location: | .1MI.N.SPRG.GARD. 28K10 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 57.1 ft. [17.4 m] |
| Total length: | 61.0 ft. [18.6 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Skew angle: | 4° |
| Owner: | State Highway Agency [01] |
| Year built: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 77,780 [as of 2009] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 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: | 93.8 tons [85.3 metric tons] |
| Inventory rating: | 55.9 tons [50.8 metric tons] |
| Sufficiency rating: | 82.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 81,608 [as of 2000] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 61.4 tons [55.8 metric tons] |
| Sufficiency rating: | 80.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $147,000 |