RT RA S over US 50


+38.90235, -94.33980
38°54'08" N, 94°20'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RT RA S over US 50
Structure number:11876
Old structure number:A5981 1 (from 1992 edition)
Location:S 9 T 47 N R 31 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:96.8 ft. [29.5 m]
Total length:314.0 ft. [95.7 m]
Roadway width between curbs:76.8 ft. [23.4 m]
Deck width edge-to-edge:83.3 ft. [25.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,394 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:45.5 tons [41.4 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201595.3GoodGoodVery GoodVery Good-19394
October 201395.3GoodGoodVery GoodVery Good-19394
October 201197.8GoodGoodVery GoodVery Good-1782
December 200997.7GoodGoodVery GoodExcellent-1894
December 200799.7GoodVery GoodVery GoodExcellent-2006
December 200599.7GoodVery GoodVery GoodExcellent-2024
October 200399.7GoodVery GoodVery GoodExcellent-2070
September 200198.7GoodExcellentExcellentExcellent-2100
January 200198.7GoodExcellentExcellentExcellent-2100