203RD STREET over CK
Map
Coordinates:
+44.44191, -97.1835644°26'31" N, 97°11'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 203RD STREET over CK |
Structure number: | 000000039333070 |
Location: | 3 S & 1.2 E BADGER |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 10.8 ft. [3.3 m] |
Total length: | 20.7 ft. [6.3 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1921 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 106 [as of 2015] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 63.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $281,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2017 | Fair | 5 out of 10 | 106 | 63.1 |
July 2015 | Fair | 5 out of 10 | 106 | 63.1 |
September 2013 | Fair | 6 out of 10 | 106 | 73.1 |
October 2011 | Fair | 6 out of 10 | 106 | 73.1 |
October 2009 | Fair | 6 out of 10 | 106 | 73.1 |
June 2007 | Fair | 6 out of 10 | 106 | 73.1 |
August 2005 | Good | 7 out of 10 | 106 | 73.1 |
May 2003 | Fair | 6 out of 10 | 106 | 73.1 |
July 2001 | Fair | 6 out of 10 | 106 | 73.1 |
October 1999 | Fair | 5 out of 10 | 106 | 63.1 |
July 1997 | Fair | 6 out of 10 | 106 | 81.8 |
August 1995 | Fair | 6 out of 10 | 106 | 81.0 |
August 1993 | Fair | 6 out of 10 | 106 | 81.0 |
August 1991 | Fair | 6 out of 10 | 106 | 71.3 |