RI 2 MESH INT over RI 5 OAKLAWN AV
Map
Coordinates:
+41.73943, -71.4785841°44'22" N, 71°28'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RI 2 MESH INT over RI 5 OAKLAWN AV |
| Structure number: | 000000000004220 |
| Location: | 1.0 Mi N of JCT I-295 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 77.1 ft. [23.5 m] |
| Total length: | 83.0 ft. [25.3 m] |
| Roadway width between curbs: | 57.1 ft. [17.4 m] |
| Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 40° |
| Owner: | State Highway Agency [01] |
| Year built: | 1952 |
| Year reconstructed: | 1998 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,400 [as of 2008] |
| 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] |
| Operating rating: | 97.8 tons [88.9 metric tons] |
| Inventory rating: | 58.9 tons [53.5 metric tons] |
| Sufficiency rating: | 84.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,470,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,400 [as of 1992] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 97.0 tons [88.2 metric tons] |
| Inventory rating: | 58.4 tons [53.1 metric tons] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,300 [as of 1990] |
| 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: | 87.1 tons [79.2 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Sufficiency rating: | 95.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $86,000 |