231 AVENUE over LAKE CK
Map
Coordinates:
+43.14986, -101.4943643°08'59" N, 101°29'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 231 AVENUE over LAKE CK |
Structure number: | 000000004310165 |
Location: | 0.5 S TUTHILL |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 120 [as of 2016] |
Truck traffic: | 3% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 54.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Satisfactory | 120 | 54.8 |
June 2016 | Fair | Fair | Fair | Satisfactory | 120 | 54.8 |
May 2014 | Fair | Fair | Fair | Satisfactory | 120 | 54.8 |
May 2012 | Fair | Fair | Fair | Satisfactory | 120 | 74.3 |
May 2010 | Fair | Fair | Fair | Satisfactory | 120 | 74.3 |
August 2008 | Fair | Fair | Fair | Satisfactory | 120 | 74.3 |
September 2006 | Fair | Fair | Fair | Good | 120 | 74.3 |
August 2004 | Fair | Fair | Fair | Good | 120 | 74.3 |
June 2002 | Fair | Fair | Fair | Good | 120 | 74.3 |
August 2000 | Poor | Poor | Fair | Good | 120 | 72.3 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 120 | 86.4 |
September 1996 | Good | Good | Good | Very Good | 120 | 91.0 |
May 1994 | Good | Good | Very Good | Very Good | 120 | 91.4 |
November 1992 | Good | Good | Very Good | Very Good | 120 | 86.1 |
May 1990 | Fair | Satisfactory | Good | Good | 120 | 78.0 |