RI 33 PROVIDNCE ST over I-295
Map
Coordinates:
+41.73130, -71.4863741°43'53" N, 71°29'11" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RI 33 PROVIDNCE ST over I-295 |
| Structure number: | 000000000007260 |
| Location: | 0.5 Mi W Jct RI 2 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 116.1 ft. [35.4 m] |
| Total length: | 232.0 ft. [70.7 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
| Skew angle: | 24° |
| Owner: | State Highway Agency [01] |
| Year built: | 1968 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel continuous [4] |
| 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: | 13,400 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 38.9 tons [35.4 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 55.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,356,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,200 [as of 1992] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 60.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,400 [as of 1973] |
| 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: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 94.0 |