I-25 WSR MP 246.30 over S.FORK POWDER RIVER
Map
Coordinates:
+43.62018, -106.5766443°37'13" N, 106°34'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-25 WSR MP 246.30 over S.FORK POWDER RIVER |
| Structure number: | AJX |
| Location: | WYO 387 JCT - BUFFALO |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 243.1 ft. [74.1 m] |
| Total length: | 327.1 ft. [99.7 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1932 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 240 [as of 2008] |
| Truck traffic: | 50% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 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: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 54.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $855,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,600 [as of 1996] |
| Truck traffic: | 36% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 51.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $855,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,600 [as of 1989] |
| Truck traffic: | 36% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 52.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $66,000 |