RTE 24 over RTE 907A
Map
Coordinates:
+40.71142, -73.7277240°42'41" N, 73°43'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE 24 over RTE 907A |
| Structure number: | 000000002266149 |
| Location: | .5 MI E JCT CIP & SH 24 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 16.7 ft. [5.1 m] |
| Total length: | 33.8 ft. [10.3 m] |
| Roadway width between curbs: | 84.6 ft. [25.8 m] |
| Deck width edge-to-edge: | 285.4 ft. [87.0 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 50° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,139 [as of 2009] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 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: | 80.5 tons [73.2 metric tons] |
| Inventory rating: | 32.2 tons [29.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 74.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $5,624,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,247 [as of 1998] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 78.8 tons [71.6 metric tons] |
| Inventory rating: | 31.9 tons [29.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 74.6 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $2,429,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 33,789 [as of 1990] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Serious [3 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: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $189,000 |