RTE 25 over RTE I278, RTE I278
Map
Coordinates:
+40.74085, -73.8987440°44'27" N, 73°53'55" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE 25 over RTE I278, RTE I278 |
| Structure number: | 000000002230530 |
| Location: | JCT I278+ROUTE 25 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 54.8 ft. [16.7 m] |
| Total length: | 101.4 ft. [30.9 m] |
| Roadway width between curbs: | 198.8 ft. [60.6 m] |
| Deck width edge-to-edge: | 252.0 ft. [76.8 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 31° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1957 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63,570 [as of 1975] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 91.9 tons [83.5 metric tons] |
| Inventory rating: | 55.9 tons [50.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 94.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $1,227,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63,570 [as of 1975] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 86.8 tons [78.9 metric tons] |
| Inventory rating: | 53.8 tons [48.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 94.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $6,282,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63,570 [as of 1975] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 86.1 tons [78.3 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 66.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,013,000 |