EAST TREMONT AVE over RTE 908A, RTE 908A
Map
Coordinates:
+40.84065, -73.8383040°50'26" N, 73°50'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | EAST TREMONT AVE over RTE 908A, RTE 908A |
| Structure number: | 000000002075820 |
| Location: | 1.6 MI SW I95+HTCHSN R PY |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 55.8 ft. [17.0 m] |
| Total length: | 111.9 ft. [34.1 m] |
| Roadway width between curbs: | 69.9 ft. [21.3 m] |
| Deck width edge-to-edge: | 93.2 ft. [28.4 m] |
| Vertical clearance below bridge: | 12.1 ft. [3.7 m] |
| Skew angle: | 10° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1940 |
| 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: | 17,282 [as of 2008] |
| Truck traffic: | 13% 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: | 50.9 tons [46.3 metric tons] |
| Inventory rating: | 30.9 tons [28.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.2 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $6,059,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,095 [as of 1998] |
| Truck traffic: | 4% 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: | 46.9 tons [42.6 metric tons] |
| Inventory rating: | 25.9 tons [23.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,821,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,700 [as of 1969] |
| 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: | 50.5 tons [45.9 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 39.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $394,000 |