MO 9 N over KCS RR, UP RR


+39.11182, -94.57770
39°06'43" N, 94°34'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 9 N over KCS RR, UP RR
Structure number:3386
Old structure number:A4134 3 (from 1992 edition)
Location:S 26 T 50 N R 33 W
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:389.1 ft. [118.6 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1987
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,153 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,556,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryGoodGood1315376.9
July 2015FairSatisfactoryGoodVery Good1262177.4
July 2013FairSatisfactoryGoodVery Good1262177.4
September 2011GoodGoodGoodVery Good1340176.7
December 2009GoodVery GoodGoodVery Good877781.3
January 2008GoodVery GoodGoodVery Good1307185.1
January 2006GoodVery GoodGoodVery Good1619682.2
September 2003GoodVery GoodGoodVery Good1657582.0
October 2001GoodVery GoodGoodVery Good1768382.0
September 1999GoodVery GoodGoodVery Good367295.7
September 1998GoodVery GoodGoodVery Good367295.7
October 1997GoodVery GoodVery GoodVery Good367295.7
September 1996GoodVery GoodVery GoodVery Good272096.6
September 1995GoodVery GoodVery GoodExcellent272097.6
March 1995GoodVery GoodVery GoodExcellent264097.6
January 1994GoodVery GoodVery GoodExcellent264097.6
October 1992GoodVery GoodVery GoodExcellent264097.6
November 1991GoodVery GoodVery GoodExcellent264097.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,5581,550800
Steel Protective Coatingsq. ft.24,9945,77919,20780
Reinforced Concrete Decksq. ft.12,83712,23360400
Wearing Surfacessq. ft.1,55101,55100
Steel Pin or Pin & Hangar Assemblyeach44000
Steel Protective Coatingsq. ft.8080000
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.6360300
Reinforced Concrete Pier Caplinear ft.9696000
Concrete Protective Coatingsq. ft.128128000
Pourable Jointlinear ft.65420176
Open Jointlinear ft.3030000
Elastomeric Bearingeach2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.411411000
Reinforced Concrete Bridge Raillinear ft.1,2211,1606100