COUNTY ROAD 062 over YELLOWSTONE RIVER 094
Map
Coordinates:
+46.53139, -105.7138946°31'53" N, 105°42'50" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY ROAD 062 over YELLOWSTONE RIVER 094 |
| Structure number: | L09062002+06001 |
| Location: | 9M NE MILES CITY |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 270.0 ft. [82.3 m] |
| Total length: | 1080.1 ft. [329.2 m] |
| Roadway width between curbs: | 8.9 ft. [2.7 m] |
| Deck width edge-to-edge: | 10.2 ft. [3.1 m] |
| Vertical clearance above deck: | 18.0 ft. [5.5 m] |
| Vertical clearance below bridge: | 23.6 ft. [7.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1907 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Steel plate (includes orthotropic) [5] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2006] |
| Truck traffic: | 2% 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: | 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: | 35.9 tons [32.6 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $9,765,000 |