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203RD STREET over CK

Map

Coordinates:
+44.44184, -97.15213
44°26'31" N, 97°09'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:203RD STREET over CK
Structure number:000000039349070
Location:3 S & 2.9 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:20.7 ft. [6.3 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1921
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Equal to present minimum criteria [6]
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:57.1
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 1010657.1
July 2015Fair5 out of 1010657.1
September 2013Fair5 out of 1010657.1
October 2011Fair5 out of 1010657.1
October 2009Fair5 out of 1010657.1
June 2007Fair5 out of 1010657.1
August 2005Fair5 out of 1010657.1
May 2003Good7 out of 1010667.1
July 2001Good7 out of 1010667.1
October 1999Good7 out of 1010667.1
July 1997Fair5 out of 1010664.8
August 1995Fair5 out of 1010663.0
August 1993Fair5 out of 1010663.0
August 1991Fair5 out of 1010654.3