S.H. 125 over NEOSHO RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+36.86365, -94.88115
36°51'49" N, 94°52'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 125 over NEOSHO RIVER
Structure number:170460000000000
Old structure number:5835 0942 X (from 1992 edition)
Location:9.4 MI N US60
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:125.0 ft. [38.1 m]
Total length:823.2 ft. [250.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1967
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:6
Main spans material:Steel continuous [4]
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: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,200 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:32.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,155,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorFairPoor720032.3
August 2015PoorPoorFairFair720049.0
June 2013PoorPoorFairFair720049.0
May 2011PoorPoorFairSatisfactory700049.4
April 2009PoorPoorFairSatisfactory680052.5
May 2007PoorPoorFairSatisfactory330059.9
May 2005PoorPoorFairSatisfactory340059.8
December 2003PoorPoorFairSatisfactory750052.2
January 2002PoorPoorPoorSatisfactory886036.0
March 2000PoorFairPoorSatisfactory886038.0
June 1997PoorPoorFairSatisfactory886051.0
July 1995FairFairSatisfactorySatisfactory630069.7
December 1992FairFairSatisfactorySatisfactory650066.1
March 1991FairFairSatisfactorySatisfactory650070.4