US 71 S over KCT RR


+39.08873, -94.57114
39°05'19" N, 94°34'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 71 S over KCT RR
Structure number:11994
Location:S 8 T 49 N R 33 W
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:122.4 ft. [37.3 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
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: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:38,919 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:91.1 tons [82.8 metric tons]
Inventory rating:55.4 tons [50.4 metric tons]
Sufficiency rating:98.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201598.2GoodVery GoodExcellentVery Good-38919
September 201398.2GoodVery GoodExcellentVery Good-38919
September 201198.5GoodVery GoodExcellentVery Good-31552
January 201098.3GoodVery GoodExcellentExcellent-36426
January 200898.6GoodExcellentExcellentExcellent-30263
November 200596.7GoodExcellentExcellentExcellent-27095
November 200396.7GoodExcellentExcellentExcellent-27396
October 200199.7GoodExcellentExcellentExcellent-5929