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KANSAS AVENUE over KANSAS RIVER

Map

Coordinates:
+39.09005, -94.60867
39°05'24" N, 94°36'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KANSAS AVENUE over KANSAS RIVER
Structure number:414301052600057
Location:E KS AVE OVER KS RIVER
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:321.9 ft. [98.1 m]
Total length:1395.1 ft. [425.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1921
Year reconstructed:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,065 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:34.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$26,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorGoodFairPoor706534.3
August 2015PoorGoodFairPoor706534.3
December 2013PoorGoodSatisfactoryPoor200040.2
March 2011PoorGoodSatisfactoryPoor200027.0
March 2009PoorGoodSatisfactoryPoor200029.4
April 2007PoorGoodSatisfactoryPoor622621.9
March 2005PoorGoodSatisfactoryPoor622631.8
October 2002PoorSatisfactoryPoorPoor622631.8
December 1999PoorSatisfactoryPoorPoor622625.7
August 1997PoorSatisfactoryPoorPoor622631.8
November 1995PoorSatisfactoryPoorPoor622633.9
November 1993PoorSatisfactoryPoorPoor622633.9
September 1991PoorSatisfactoryPoorPoor784332.0