K-32 HWY WB over KAW DR & UP RR


+39.09731, -94.72318
39°05'50" N, 94°43'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:K-32 HWY WB over KAW DR & UP RR
Structure number:999903201051041
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.1 ft. [18.0 m]
Total length:371.7 ft. [113.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,450 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:94.1 tons [85.5 metric tons]
Inventory rating:58.7 tons [53.4 metric tons]
Sufficiency rating:79.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$359,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.0FairGoodSatisfactorySatisfactoryFO7450
June 201379.0FairGoodSatisfactorySatisfactoryFO7450
May 201179.0FairGoodSatisfactorySatisfactoryFO7850
May 200979.0FairGoodGoodSatisfactoryFO7700
June 200779.0FairGoodGoodSatisfactoryFO8150
June 200579.0FairGoodGoodSatisfactoryFO9400
June 200380.0FairGoodSatisfactorySatisfactoryFO8900
August 200180.0FairSatisfactorySatisfactorySatisfactoryFO8350
November 199980.0FairSatisfactorySatisfactorySatisfactoryFO8555
August 199778.0FairSatisfactorySatisfactorySatisfactoryFO7615
April 199578.0FairSatisfactoryGoodGoodFO8965
June 199379.0GoodGoodGoodGoodFO10605
August 199179.0GoodGoodGoodGoodFO8615

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Closed Web/Box Girderlinear ft.368200130380
Reinforced Concrete Top Flangesq. ft.10,4009,98441600
Wearing Surfacessq. ft.10,4009,98441600
Reinforced Concrete Columneach1312010
Reinforced Concrete Abutmentlinear ft.702035150
Compression Jointlinear ft.7470400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7437281320