180TH ST over SKUNK RIVER
Map
Coordinates:
+42.15556, -93.9833342°09'20" N, 93°58'60" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 180TH ST over SKUNK RIVER |
| Structure number: | 000000000315540 |
| Location: | 0842412 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 140.1 ft. [42.7 m] |
| Total length: | 141.1 ft. [43.0 m] |
| Roadway width between curbs: | 18.7 ft. [5.7 m] |
| Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
| Vertical clearance above deck: | 11.2 ft. [3.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1927 |
| Year reconstructed: | 1974 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 350 [as of 2007] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 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: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 23.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $459,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 200 [as of 1991] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 22.8 tons [20.7 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $382,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 410 [as of 1986] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 22.8 tons [20.7 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 40.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $382,000 |