463rd Avenue over Big Sioux River
Map
Coordinates:
+44.59598, -96.9457544°35'46" N, 96°56'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 463rd Avenue over Big Sioux River |
Structure number: | 000000029270144 |
Location: | 2W & 1.6N of Estelline |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 181.4 ft. [55.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 119 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 59.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,643,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Satisfactory | 119 | 59.5 |
June 2016 | Fair | Fair | Satisfactory | Satisfactory | 113 | 49.2 |
June 2014 | Fair | Fair | Satisfactory | Satisfactory | 113 | 85.1 |
July 2012 | Fair | Fair | Satisfactory | Satisfactory | 113 | 56.7 |
August 2010 | Fair | Fair | Satisfactory | Satisfactory | 113 | 56.7 |
August 2008 | Fair | Fair | Satisfactory | Satisfactory | 113 | 56.7 |
August 2006 | Fair | Fair | Satisfactory | Satisfactory | 113 | 56.7 |
July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 113 | 57.7 |
August 2002 | Fair | Good | Satisfactory | Satisfactory | 113 | 56.7 |
June 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 113 | 55.0 |
September 1998 | Fair | Good | Satisfactory | Satisfactory | 113 | 55.0 |
August 1996 | Fair | Fair | Good | Good | 113 | 54.0 |
August 1994 | Fair | Fair | Good | Good | 113 | 53.3 |
September 1992 | Fair | Fair | Good | Good | 113 | 66.8 |
May 1990 | Fair | Fair | Good | Good | 113 | 66.8 |