266th Street over Tributary to Wolf Creek


+43.52878, -97.52433
43°31'44" N, 97°31'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:266th Street over Tributary to Wolf Creek
Structure number:000000044042220
Location:6.8W&1S of Stanley Corner
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:43.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$355,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorFairFairSerious3043.8
June 2016PoorFairFairSerious3044.3
August 2014PoorSatisfactorySatisfactoryCritical3041.0
August 2012PoorSatisfactorySatisfactoryCritical3041.0
September 2010PoorFairSatisfactoryCritical3040.0
July 2008FairFairSatisfactoryFair3077.8
July 2006FairSatisfactorySatisfactorySatisfactory3089.8
May 2004FairSatisfactoryVery GoodSatisfactory3089.8
August 2002FairSatisfactoryVery GoodSatisfactory3089.8
September 2000FairGoodVery GoodFair3078.8
July 1998PoorGoodVery GoodPoor3070.0
October 1996GoodVery GoodVery GoodGood3097.0
September 1994GoodVery GoodVery GoodGood3097.0
July 1992GoodVery GoodVery GoodGood3091.0
October 1990GoodVery GoodVery GoodGood3091.0