IRR BIA RTE 5 over WOLF CREEK
Map
Coordinates:
+55.45417, -132.9774255°27'15" N, 132°58'39" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | IRR BIA RTE 5 over WOLF CREEK |
| Structure number: | 00000000000E092 |
| Location: | 7.5 MI PT ST NICHOLAS RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 38.7 ft. [11.8 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Owner: | Bureau of Indian Affairs [62] |
| Year built: | 1981 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Wood or Timber [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 350 [as of 2007] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Critical [2 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 10.7 tons [9.7 metric tons] |
| Inventory rating: | 8.0 tons [7.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 8.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $880,000 |