464th Avenue over Trib. to Stray Horse Crk
Map
Coordinates:
+44.80268, -96.9254344°48'10" N, 96°55'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 464th Avenue over Trib. to Stray Horse Crk |
Structure number: | 000000029280002 |
Location: | 5E & 4.8N of Castlewood |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 59 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | In place but in a deteriorated condition [3] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 80.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 59 | 80.7 |
June 2016 | Fair | Fair | Fair | Fair | 59 | 81.3 |
June 2014 | Fair | Fair | Fair | Fair | 59 | 81.3 |
June 2012 | Fair | Fair | Fair | Fair | 59 | 81.1 |
August 2010 | Fair | Fair | Fair | Fair | 59 | 81.1 |
August 2008 | Fair | Fair | Fair | Fair | 59 | 81.1 |
August 2006 | Fair | Good | Fair | Fair | 59 | 82.1 |
July 2004 | Fair | Good | Very Good | Satisfactory | 59 | 93.1 |
August 2002 | Fair | Good | Good | Fair | 59 | 82.1 |
July 2000 | Fair | Good | Good | Fair | 59 | 82.1 |
September 1998 | Fair | Good | Good | Fair | 59 | 82.1 |
August 1996 | Fair | Satisfactory | Good | Good | 59 | 93.1 |
July 1994 | Fair | Satisfactory | Good | Good | 59 | 92.9 |
September 1992 | Fair | Satisfactory | Good | Good | 59 | 92.9 |
May 1990 | Fair | Satisfactory | Good | Good | 59 | 92.9 |