+38.96351, -94.55731
38°57'49" N, 94°33'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:25838
Old structure number:S146B311 048 (from 1992 edition)
Location:S 22 T 48 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:89.9 ft. [27.4 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:2,009 [as of 2014]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:77.2 tons [70.2 metric tons]
Inventory rating:46.5 tons [42.3 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201698.7Not deficientGoodVery GoodVery Good2009
April 201498.7Not deficientGoodVery GoodVery Good2009
April 201298.7Not deficientVery GoodVery GoodVery Good2009
April 201098.4Not deficientVery GoodVery GoodVery Good4301
April 200898.4Not deficientVery GoodVery GoodVery Good4301
March 200698.4Not deficientVery GoodVery GoodVery Good4301
April 200498.4Not deficientExcellentExcellentExcellent4301
July 200298.4Not deficientExcellentExcellentExcellent4301
July 200098.4Not deficientExcellentExcellentExcellent4301
July 199897.3Not deficientExcellentExcellentExcellent5120