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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201587.1GoodGoodGoodGood-16145
October 201387.1GoodGoodGoodGood-16145
October 201188.0GoodGoodGoodExcellent-16802
February 201088.5GoodVery GoodVery GoodExcellent-14981
January 200888.6GoodVery GoodVery GoodExcellent-17971
November 200590.7GoodVery GoodVery GoodExcellent-11000
November 200389.0GoodVery GoodVery GoodExcellent-16591
September 200188.9GoodVery GoodVery GoodExcellent-13690
September 199993.6GoodVery GoodVery GoodExcellentFO3598
September 199893.6GoodVery GoodExcellentExcellent-3598
October 199793.6GoodExcellentExcellentExcellent-3598
October 199693.7GoodExcellentExcellentExcellent-2570
October 199596.8GoodExcellentExcellentExcellent-2570
November 199496.8GoodExcellentExcellentExcellent-2475