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K-32 CENTRAL AVE over 70 ,RR YARD, KANSAS RIV

Map

Coordinates:
+39.10261, -94.62168
39°06'09" N, 94°37'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:K-32 CENTRAL AVE over 70 ,RR YARD, KANSAS RIV
Structure number:999907001050271
Location:CENTRAL AVE/I70 E JCT
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:770.1 ft. [234.7 m]
Roadway width between curbs:83.0 ft. [25.3 m]
Deck width edge-to-edge:85.6 ft. [26.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1959
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:2
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,320 [as of 2004]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:25.5 tons [23.2 metric tons]
Sufficiency rating:85.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,205,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201685.2FairGoodSatisfactorySatisfactory-6320
April 201585.2FairGoodSatisfactorySatisfactory-6320
May 201469.5FairGoodGoodSatisfactoryFO6320
June 201369.5FairSatisfactorySatisfactoryGoodFO6320
July 201269.7GoodGoodGoodGoodFO6320
October 201169.3GoodGoodGoodGoodFO6320
June 201069.3GoodGoodGoodGoodFO6320
July 200972.1FairSatisfactoryGoodGood-6320
June 200772.1GoodGoodGoodGood-6320
June 200568.3GoodGoodGoodGoodFO6320
June 200372.8GoodGoodGoodGood-1
August 200168.1FairSatisfactoryGoodGood-1
December 199968.1GoodGoodGoodGood-1
August 199768.1GoodGoodGoodGood-1
March 199569.8GoodGoodGoodGoodFO1
June 199368.8GoodGoodGoodGoodFO1
September 199165.5FairGoodSatisfactorySatisfactoryFO1

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.365255100100
Steel Girder/Beamlinear ft.9,1647,3281,83150
Steel Protective Coatingsq. ft.32,25917,7428,6033,2262,688
Deck
Reinforced Concrete Decksq. ft.47,31241,0075,8524530
Wearing Surfacessq. ft.47,31241,0335,8524270
Reinforced Concrete Top Flangesq. ft.7,8027,022702780
Wearing Surfacessq. ft.7,8026,983780390
Substructure
Steel Columneach3226600
Reinforced Concrete Columneach149410
Reinforced Concrete Pier Walllinear ft.53249821130
Reinforced Concrete Abutmentlinear ft.8680600
Steel Pier Caplinear ft.3,3512,712627120
Reinforced Concrete Pier Caplinear ft.23318535121
Joints
Strip Seal Jointlinear ft.29826513020
Compression Jointlinear ft.7923484191015
Bearings
Movable Bearingeach4238400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7817403272