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63RD ST E over US 71

Map

Coordinates:
+39.01241, -94.55453
39°00'45" N, 94°33'16" W

Facts

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:16.4 ft. [5.0 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,377 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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]
Sufficiency rating:86.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodGood1737786.7
October 2015GoodGoodGoodGood1614587.1
October 2013GoodGoodGoodGood1614587.1
October 2011GoodGoodGoodExcellent1680288.0
February 2010GoodVery GoodVery GoodExcellent1498188.5
January 2008GoodVery GoodVery GoodExcellent1797188.6
November 2005GoodVery GoodVery GoodExcellent1100090.7
November 2003GoodVery GoodVery GoodExcellent1659189.0
September 2001GoodVery GoodVery GoodExcellent1369088.9
September 1999GoodVery GoodVery GoodExcellent359893.6
September 1998GoodVery GoodExcellentExcellent359893.6
October 1997GoodExcellentExcellentExcellent359893.6
October 1996GoodExcellentExcellentExcellent257093.7
October 1995GoodExcellentExcellentExcellent257096.8
November 1994GoodExcellentExcellentExcellent247596.8