99TH ST over KCS RR


+38.94544, -94.51514
38°56'44" N, 94°30'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:99TH ST over KCS RR
Structure number:25507
Old structure number:S155B31 048 (from 1992 edition)
Location:S 25 T 48 N R 33 W
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Posted for load [P]
Average daily traffic:1,500 [as of 2014]
Truck traffic:5% 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: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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201696.8Not deficientGoodGoodGood1500
April 201496.8Not deficientGoodGoodGood1500
May 201296.8Not deficientGoodVery GoodGood1500
June 201095.4Not deficientGoodVery GoodGood4180
April 200895.4Not deficientGoodVery GoodGood4180
January 200695.4Not deficientGoodVery GoodGood4180
March 200495.4Not deficientGoodVery GoodGood4180
June 200296.8Not deficientGoodVery GoodGood1230
July 200098.8Not deficientGoodVery GoodGood1230
June 199899.9Not deficientGoodVery GoodGood700
June 199699.9Not deficientGoodExcellentExcellent700
September 199499.9Not deficientGoodExcellentExcellent700
December 199298.9Not deficientExcellentExcellentExcellent700