Share: 
419th Avenue over Crow Creek
Map
Coordinates:
+45.75433, -97.83392
45°45'16" N, 97°50'02" W
+45.75433, -97.83392
45°45'16" N, 97°50'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 419th Avenue over Crow Creek |
| Structure number: | 000000046070126 |
| Location: | 4W & 2.6S of Britton |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 27.2 ft. [8.3 m] |
| Total length: | 30.5 ft. [9.3 m] |
| Roadway width between curbs: | 15.1 ft. [4.6 m] |
| Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1928 |
| Year reconstructed: | 2017 |
| 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: | Corrugated Steel [6] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35 [as of 2015] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Sufficiency rating: | 70.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $605,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Very Good | Very Good | Satisfactory | 35 | 70.4 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1712539
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1712539