+39.04966, -98.52225
39°02'59" N, 98°31'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:K232 HWY over WOLF CREEK
Structure number:999923200840591
Location:0.25MI S JT K18
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:84.0 ft. [25.6 m]
Total length:206.4 ft. [62.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:505 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:36.5 tons [33.2 metric tons]
Sufficiency rating:95.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$199,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201595.9GoodGoodGoodVery Good-505
March 201393.3GoodGoodGoodVery Good-505
February 201189.7GoodGoodGoodVery Good-465
March 200989.7GoodGoodGoodVery Good-455
March 200789.7GoodVery GoodGoodVery Good-485
June 200593.5GoodVery GoodGoodVery Good-440
March 200392.8GoodVery GoodGoodVery Good-440
March 200190.6GoodVery GoodGoodVery Good-550
November 200094.7GoodVery GoodVery GoodVery Good-410
September 199994.7FairSatisfactoryVery GoodVery Good-410
April 199788.6FairSatisfactoryVery GoodVery Good-580
October 199586.1GoodGoodVery GoodVery Good-435
April 199378.7GoodGoodVery GoodVery Good-425
June 199173.8GoodGoodVery GoodVery Good-390

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.408040800
Reinforced Concrete Top Flangesq. ft.5,7825,7245800
Wearing Surfacessq. ft.5,7825,31946300
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5650600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.413413000