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K-32 HWY EB over KAW DRIVE & UP RR

Map

Coordinates:
+39.09683, -94.72078
39°05'49" N, 94°43'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:K-32 HWY EB over KAW DRIVE & UP RR
Structure number:999903201051051
Location:32/TURNR DIAG/KAW DR INT
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:444.2 ft. [135.4 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:16.4 ft. [5.0 m]
Skew angle:42°
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:8
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:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:94.3 tons [85.7 metric tons]
Inventory rating:56.4 tons [51.3 metric tons]
Sufficiency rating:78.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$429,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201578.0FairSatisfactorySatisfactorySatisfactoryFO7450
June 201378.0FairSatisfactorySatisfactorySatisfactoryFO7450
May 201178.0FairSatisfactorySatisfactorySatisfactoryFO7850
May 200978.0FairSatisfactorySatisfactorySatisfactoryFO7700
June 200778.0FairSatisfactorySatisfactorySatisfactoryFO8150
June 200578.0FairSatisfactorySatisfactorySatisfactoryFO9400
June 200379.0FairSatisfactorySatisfactorySatisfactoryFO8900
August 200179.0FairGoodSatisfactorySatisfactoryFO8350
November 199979.0FairGoodSatisfactorySatisfactoryFO8555
August 199777.0FairGoodSatisfactorySatisfactoryFO7615
April 199577.0FairGoodSatisfactorySatisfactoryFO8965
June 199378.0FairGoodSatisfactorySatisfactoryFO10605
August 199178.0GoodGoodGoodGoodFO8615

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.440260140400
Deck
Reinforced Concrete Top Flangesq. ft.12,43510,4461,8651240
Wearing Surfacessq. ft.12,43510,4461,8651240
Substructure
Reinforced Concrete Columneach1614020
Reinforced Concrete Abutmentlinear ft.641425250
Joints
Compression Jointlinear ft.86632300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.888888000