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23RD ST TFWY over MANCHESTER TFWY, KCS RR,

Map 

Coordinates:
+39.08252, -94.49271
39°04'57" N, 94°29'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:21.7 ft. [6.6 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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,257 [as of 2014]
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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:81.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.2Not deficientGoodVery GoodVery Good10257
April 201281.2Not deficientGoodVery GoodVery Good10257
April 201080.2Not deficientVery GoodVery GoodVery Good16000
April 200880.2Not deficientVery GoodExcellentVery Good16000
March 200680.2Not deficientVery GoodExcellentVery Good16000
April 200480.2Not deficientVery GoodExcellentVery Good16000
June 200280.2Not deficientVery GoodExcellentVery Good16000
July 200080.2Not deficientVery GoodExcellentVery Good16000