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23RD ST TFWY over MANCHESTER TFWY, KCS RR,

Map

Coordinates:
+39.08260, -94.49345
39°04'57" N, 94°29'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:23RD ST TFWY over MANCHESTER TFWY, KCS RR,
Structure number:28221
Location:S 12 T 49 N R 33 W
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:691.0 ft. [210.6 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:6
Main spans material:Prestressed concrete [5]
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,257 [as of 2016]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodVery GoodVery Good1025781.2
April 2014GoodGoodVery GoodVery Good1025781.2
April 2012GoodGoodVery GoodVery Good1025781.2
April 2010GoodVery GoodVery GoodVery Good1600080.2
April 2008GoodVery GoodExcellentVery Good1600080.2
March 2006GoodVery GoodExcellentVery Good1600080.2
April 2004GoodVery GoodExcellentVery Good1600080.2
June 2002GoodVery GoodExcellentVery Good1600080.2
July 2000GoodVery GoodExcellentVery Good1600080.2