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23RD ST TFWY over BIG BLUE RVR

Map 

Coordinates:
+39.08276, -94.49769
39°04'58" N, 94°29'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:23RD ST TFWY over BIG BLUE RVR
Structure number:25406
Location:S 12 T 49 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:91.9 ft. [28.0 m]
Total length:344.2 ft. [104.9 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:4
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:10,700 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:81.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.1Not deficientGoodGoodSatisfactory10700
April 201281.1Not deficientVery GoodVery GoodGood10700
April 201081.1Not deficientVery GoodExcellentGood10700
April 200881.1Not deficientVery GoodExcellentExcellent10700
March 200681.1Not deficientVery GoodExcellentExcellent10700
April 200480.2Not deficientVery GoodExcellentExcellent16000
June 200280.2Not deficientVery GoodExcellentExcellent16000
July 200080.2Not deficientExcellentExcellentExcellent16000