RI 117 WARWICK AV over PAWTUXET RIVER
Map
Coordinates:
+41.76757, -71.4052041°46'03" N, 71°24'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RI 117 WARWICK AV over PAWTUXET RIVER |
| Structure number: | 000000000001500 |
| Location: | 0.5 Mi S of JCT RI 12 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 53.2 ft. [16.2 m] |
| Total length: | 152.9 ft. [46.6 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1921 |
| Year reconstructed: | 1986 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,904 [as of 1995] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 49.9 tons [45.4 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Sufficiency rating: | 55.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,692,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,900 [as of 1995] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 60.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,692,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,150 [as of 1980] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Sufficiency rating: | 79.8 |