265 ST over CK


+43.54173, -98.64827
43°32'30" N, 98°38'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:265 ST over CK
Structure number:000000002075270
Location:13S 3.5E WHITE LAKE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1941
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Good7 out of 104088.9
July 2015Good7 out of 104088.9
August 2013Good7 out of 104081.1
August 2011Good7 out of 104081.1
August 2009Good7 out of 104081.1
June 2007Good7 out of 104081.1
October 2005Good7 out of 104081.1
June 2003Good7 out of 104081.1
July 2001Good7 out of 104089.8
November 1999Good7 out of 104089.8
August 1997Good7 out of 104089.8
August 1995Good7 out of 104089.5
August 1993Good7 out of 104089.5
August 1991Good7 out of 104089.5