45970 294TH ST over TURKEY RIDGE CK
Map
Coordinates:
+43.12667, -97.0058843°07'36" N, 97°00'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 45970 294TH ST over TURKEY RIDGE CK |
Structure number: | 000000063197260 |
Location: | 2.3W CENTERVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.6 ft. [13.6 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: | Very Good [8 out of 9] |
Substructure condition: | Good [7 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 87.7 |
Estimated cost of work: | $23,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Very Good | Good | 97 | 87.7 |
July 2016 | Good | Good | Very Good | Good | 97 | 87.7 |
June 2014 | Good | Good | Very Good | Good | 97 | 88.7 |
June 2012 | Good | Good | Very Good | Good | 97 | 88.7 |
June 2010 | Good | Good | Very Good | Good | 97 | 88.7 |
August 2008 | Good | Good | Very Good | Good | 97 | 88.7 |
August 2006 | Good | Good | Very Good | Good | 97 | 88.7 |
June 2004 | Good | Good | Very Good | Good | 97 | 88.7 |
May 2002 | Good | Very Good | Good | Very Good | 97 | 88.7 |
August 2000 | Good | Good | Very Good | Good | 97 | 88.7 |
August 1998 | Good | Good | Very Good | Good | 97 | 96.0 |
June 1996 | Good | Very Good | Very Good | Very Good | 97 | 96.0 |
June 1994 | Good | Very Good | Very Good | Very Good | 97 | 96.0 |
June 1992 | Poor | Poor | Fair | Fair | 97 | 55.9 |
April 1990 | Fair | Fair | Satisfactory | Fair | 97 | 57.9 |