420th Avenue over Crow Creek
Map
Coordinates:
+45.73886, -97.8132945°44'20" N, 97°48'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 420th Avenue over Crow Creek |
Structure number: | 000000046080136 |
Location: | 3.6S 3.0W of Britton |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 57 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 57 | 99.0 |
July 2015 | Good | Good | Good | Good | 57 | 92.3 |
September 2013 | Good | Good | Very Good | Good | 57 | 89.8 |
September 2011 | Good | Good | Very Good | Good | 57 | 89.8 |
August 2009 | Good | Good | Very Good | Good | 57 | 89.8 |
July 2007 | Good | Good | Very Good | Good | 57 | 89.8 |
August 2005 | Good | Good | Very Good | Good | 57 | 89.8 |
July 2003 | Good | Good | Very Good | Good | 57 | 90.8 |
September 2001 | Good | Good | Very Good | Good | 57 | 90.8 |
August 1999 | Good | Good | Very Good | Good | 57 | 90.8 |
October 1997 | Good | Very Good | Very Good | Very Good | 57 | 89.8 |
August 1995 | Good | Very Good | Very Good | Very Good | 57 | 89.5 |
July 1993 | Good | Very Good | Very Good | Very Good | 57 | 89.5 |
August 1991 | Good | Very Good | Very Good | Very Good | 57 | 89.5 |