LOCAL over TRIB. OF DES MOINES RIVE
Map
Coordinates:
+42.30000, -94.6138942°17'60" N, 94°36'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL over TRIB. OF DES MOINES RIVE |
| Structure number: | 000000000078340 |
| Location: | 0852714 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 41.0 ft. [12.5 m] |
| Total length: | 41.0 ft. [12.5 m] |
| Roadway width between curbs: | 17.7 ft. [5.4 m] |
| Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
| Owner: | County Highway Agency [02] |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
2010 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 35 [as of 2003] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 43.2 tons [39.3 metric tons] |
| Inventory rating: | 30.1 tons [27.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 55.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $297,000 |
2000 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 35 [as of 1995] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 41.6 tons [37.8 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 69.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $87,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 1986] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $87,000 |