+38.95687, -94.44248
38°57'25" N, 94°26'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:25488
Old structure number:S140B31 048 (from 1992 edition)
Location:S 22 T 48 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:411 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:77.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$188,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201677.4FairVery GoodVery GoodSatisfactoryFO411
May 201471.4FairVery GoodVery GoodSatisfactory-411
April 201273.4FairVery GoodVery GoodSatisfactory-411
March 201072.4FairVery GoodVery GoodSatisfactory-800
March 200872.4FairVery GoodVery GoodSatisfactory-800
January 200672.4FairVery GoodVery GoodSatisfactory-800
March 200472.4FairVery GoodVery GoodSatisfactory-800
June 200272.4FairVery GoodVery GoodSatisfactory-800
July 200072.4FairVery GoodVery GoodSatisfactory-800
June 199873.4FairVery GoodVery GoodSatisfactory-300
September 199060.5GoodVery GoodVery GoodVery GoodFO250