63RD ST E over US 71


+39.01245, -94.55446
39°00'45" N, 94°33'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:63RD ST E over US 71
Structure number:3961
Old structure number:A4862 3 (from 1992 edition)
Location:S 3 T 48 N R 33 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.3 ft. [26.6 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:73.2 ft. [22.3 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1991
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:2
Main spans material:Prestressed concrete continuous [6]
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:16,145 [as of 2014]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.1 tons [81.0 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:87.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201587.1Not deficientGoodGoodGood16145
October 201387.1Not deficientGoodGoodGood16145
October 201188.0Not deficientGoodGoodExcellent16802
February 201088.5Not deficientVery GoodVery GoodExcellent14981
January 200888.6Not deficientVery GoodVery GoodExcellent17971
November 200590.7Not deficientVery GoodVery GoodExcellent11000
November 200389.0Not deficientVery GoodVery GoodExcellent16591
September 200188.9Not deficientVery GoodVery GoodExcellent13690
September 199993.6Functionally obsoleteVery GoodVery GoodExcellent3598
200098.9Not applicable---2570
September 199893.6Not deficientVery GoodExcellentExcellent3598
October 199793.6Not deficientExcellentExcellentExcellent3598
October 199693.7Not deficientExcellentExcellentExcellent2570
October 199596.8Not deficientExcellentExcellentExcellent2570
November 199496.8Not deficientExcellentExcellentExcellent2475