226th Street over Spring Creek


+44.10909, -96.60343
44°06'33" N, 96°36'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:226th Street over Spring Creek
Structure number:000000051142060
Location:3S & 6.8W of Ward
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:22.6 ft. [6.9 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:24.2 tons [22.0 metric tons]
Inventory rating:17.7 tons [16.1 metric tons]
Sufficiency rating:49.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$514,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201649.6PoorSatisfactorySatisfactoryPoorSD50
July 201454.5PoorSatisfactorySatisfactoryPoorSD50
August 201260.8PoorSatisfactorySatisfactoryPoorSD50
October 201060.8PoorSatisfactorySatisfactoryPoorSD50
August 200887.8FairGoodVery GoodSatisfactory-50
July 200687.8FairGoodVery GoodSatisfactory-50
July 200487.8FairGoodVery GoodSatisfactory-50
August 200287.8FairGoodVery GoodSatisfactory-50
September 200087.8FairSatisfactoryVery GoodSatisfactory-50
September 199888.8FairSatisfactoryVery GoodSatisfactory-50
August 199688.8GoodVery GoodVery GoodVery Good-50
May 199484.4GoodVery GoodVery GoodVery Good-50
July 199284.4GoodVery GoodVery GoodVery Good-50
August 199088.5GoodVery GoodVery GoodVery Good-50