+38.02300, -95.60089
38°01'23" N, 95°36'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:001041007505723
Location:276 2.5W 1.0N NEOSHO FALL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10 [as of 2013]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:37.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$280,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Poor4 out of 101037.1
November 2017Poor4 out of 101037.1
September 2016FairN out of 101026.5
October 2015FairN out of 101026.5
December 2014FairN out of 101026.5
June 2013FairN out of 101026.5
June 2012FairN out of 101026.5
May 2011FairN out of 101026.9
June 2010FairN out of 101026.9
May 2008FairN out of 101026.9
March 2006FairN out of 101026.9
February 2004FairN out of 101026.9
June 2002Fair5 out of 101027.9
January 2000Fair5 out of 101027.9
February 1998Fair5 out of 101028.0
February 1996Good7 out of 101033.8
March 1994Good7 out of 101033.9
March 1992Good7 out of 101038.6
March 1990Good7 out of 101047.7