IRR SD010 over CK
Map
Coordinates:
+45.66016, -97.0344645°39'37" N, 97°02'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR SD010 over CK |
Structure number: | 000000055093190 |
Location: | 0.7 W JCT SD 127 N |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 86.6 ft. [26.4 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,389 [as of 2017] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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: | 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 7389 | 85.3 |
July 2016 | Fair | Satisfactory | Satisfactory | Good | 7993 | 84.2 |
June 2014 | Fair | Satisfactory | Satisfactory | Good | 8300 | 84.0 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 2412 | 94.5 |
June 2010 | Fair | Satisfactory | Satisfactory | Good | 2342 | 94.7 |
June 2008 | Fair | Satisfactory | Satisfactory | Good | 2515 | 94.3 |
June 2006 | Good | Good | Good | Good | 3581 | 92.4 |
July 2004 | Good | Good | Good | Good | 3626 | 92.3 |
July 2002 | Good | Good | Good | Good | 3619 | 92.3 |
July 2000 | Good | Good | Good | Good | 3805 | 89.9 |
August 1998 | Good | Good | Good | Good | 3997 | 89.6 |
September 1996 | Good | Very Good | Good | Very Good | 3756 | 90.0 |
October 1994 | Good | Very Good | Good | Good | 3315 | 90.9 |
March 1993 | Good | Very Good | Good | Very Good | 2635 | 92.2 |
April 1991 | Good | Very Good | Very Good | Very Good | 1586 | 94.1 |