29690 458TH AVE over CK
Map
Coordinates:
+43.08499, -97.0422543°05'06" N, 97°02'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 29690 458TH AVE over CK |
Structure number: | 000000063180289 |
Location: | 2E & 5.9S VIBORG |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.4 ft. [12.0 m] |
Total length: | 40.7 ft. [12.4 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 97 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 89.7 |
Estimated cost of work: | $23,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Very Good | 97 | 89.7 |
July 2016 | Good | Good | Good | Very Good | 97 | 89.7 |
June 2014 | Good | Good | Good | Very Good | 97 | 89.7 |
June 2012 | Good | Good | Good | Very Good | 97 | 89.7 |
June 2010 | Good | Good | Good | Very Good | 97 | 89.7 |
August 2008 | Good | Good | Good | Very Good | 97 | 89.7 |
August 2006 | Good | Good | Good | Very Good | 97 | 97.0 |
June 2004 | Good | Good | Very Good | Very Good | 97 | 97.0 |
June 2002 | Good | Good | Very Good | Very Good | 97 | 97.0 |
August 2000 | Poor | Satisfactory | Fair | Poor | 97 | 29.9 |
August 1998 | Poor | Satisfactory | Good | Poor | 97 | 29.9 |
June 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 48.5 |
May 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 48.6 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 53.6 |
April 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 97 | 53.6 |