203RD STREET over CK


+44.44191, -97.18356
44°26'31" N, 97°11'01" W


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

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair5 out of 1010663.1
July 2015Fair5 out of 1010663.1
September 2013Fair6 out of 1010673.1
October 2011Fair6 out of 1010673.1
October 2009Fair6 out of 1010673.1
June 2007Fair6 out of 1010673.1
August 2005Good7 out of 1010673.1
May 2003Fair6 out of 1010673.1
July 2001Fair6 out of 1010673.1
October 1999Fair5 out of 1010663.1
July 1997Fair6 out of 1010681.8
August 1995Fair6 out of 1010681.0
August 1993Fair6 out of 1010681.0
August 1991Fair6 out of 1010671.3