RI 116 G WASH HWY over BLACKSTONE RIVER/ P&W RR
Map
Coordinates:
+41.93811, -71.4341441°56'17" N, 71°26'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RI 116 G WASH HWY over BLACKSTONE RIVER/ P&W RR |
| Structure number: | 000000000002750 |
| Location: | 2.5 Mi E of JCT RI 146 |
| Purpose: | Carries highway and pedestrian walkway over railroad and waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 873.1 ft. [266.1 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 60.7 ft. [18.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1945 |
| Year reconstructed: | 2000 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| 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: | 10,200 [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: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 60.8 tons [55.3 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 81.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $14,237,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 10,200 [as of 1996] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Sufficiency rating: | 28.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $56,072,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,500 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 7.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $610,000 |