US 24 E over KCS RR


+39.10495, -94.49355
39°06'18" N, 94°29'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 24 E over KCS RR
Structure number:6023
Old structure number:K03933 1 (from 1992 edition)
Location:S 31 T 50 N R 32 W
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:45.9 ft. [14.0 m]
Total length:342.9 ft. [104.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1987
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:8
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20,034 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.6 tons [35.1 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:40.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,106,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201640.0FairFairFairFairFO20034
April 201540.0FairFairFairFairFO12445
April 201340.0FairFairSatisfactoryFairFO12445
October 201145.5FairFairSatisfactoryFairFO18542
November 200946.1FairGoodSatisfactoryFairFO17587
January 200846.1FairGoodSatisfactoryFairFO19864
December 200546.1FairGoodSatisfactoryFairFO17768
March 200453.1FairGoodGoodSatisfactoryFO18183
October 200150.1FairGoodGoodSatisfactoryFO19982
September 199951.5FairGoodGoodSatisfactoryFO26682
September 199851.5FairGoodGoodSatisfactoryFO26682
October 199751.5FairGoodGoodSatisfactoryFO26682
October 199651.5FairGoodGoodSatisfactoryFO27390
October 199551.5FairGoodGoodSatisfactory-27390
October 199440.5FairGoodGoodSatisfactory-20403
December 199140.5FairGoodGoodSatisfactory-19766