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OLD K132 HWY/K32 over KS RIV,1RR, FEDPRKLOT

Map

Coordinates:
+39.08735, -94.65832
39°05'14" N, 94°39'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD K132 HWY/K32 over KS RIV,1RR, FEDPRKLOT
Structure number:999903201052771
Location:1.25 MI E-I635
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:299.9 ft. [91.4 m]
Total length:2800.0 ft. [853.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1988
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:11
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:78.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$5,023,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201578.2GoodGoodGoodGood-10300
June 201378.2GoodGoodGoodGood-10300
November 201176.5GoodGoodGoodGood-9910
December 200976.4GoodGoodGoodGood-10100
June 200775.6GoodGoodGoodGood-12300
November 200574.2GoodGoodGoodGood-16200
June 200373.4GoodGoodVery GoodGood-18500
October 200175.5GoodGoodVery GoodGood-12750
November 199975.5GoodGoodVery GoodGood-12500
August 199773.8GoodGoodVery GoodGood-11780
April 199549.1GoodGoodVery GoodVery Good-13330
June 199350.9GoodGoodVery GoodVery Good-13665
August 199143.4GoodGoodVery GoodGood-15650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.12,54011,56497600
Steel Protective Coatingsq. ft.32,25930,860968108323
Prestressed Concrete Girder/Beamlinear ft.4,9704,970000
Deck
Reinforced Concrete Decksq. ft.108,680107,5931,08700
Wearing Surfacessq. ft.108,680103,9364,0027420
Prestressed Concrete Decksq. ft.39,18538,79339200
Wearing Surfacessq. ft.39,18538,40178400
Substructure
Reinforced Concrete Columneach2625100
Reinforced Concrete Abutmentlinear ft.1471351200
Reinforced Concrete Pier Caplinear ft.1,3201,19212800
Joints
Strip Seal Jointlinear ft.2322131900
Assembly without Seal Jointlinear ft.146660800
Bearings
Movable Bearingeach4842060
Fixed Bearingeach1818000
Pot Bearingeach46182602
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,6763,665290