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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201595.3Not deficientGoodVery GoodVery Good19394
October 201395.3Not deficientGoodVery GoodVery Good19394
October 201197.8Not deficientGoodVery GoodVery Good1782
December 200997.7Not deficientGoodVery GoodExcellent1894
December 200799.7Not deficientVery GoodVery GoodExcellent2006
December 200599.7Not deficientVery GoodVery GoodExcellent2024
October 200399.7Not deficientVery GoodVery GoodExcellent2070
September 200198.7Not deficientExcellentExcellentExcellent2100
January 200198.7Not deficientExcellentExcellentExcellent2100
200093.1Not applicable---2100