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IRR 5834C over NEOSHO RIVER

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

Map

Coordinates:
+36.92888, -94.95688
36°55'44" N, 94°57'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR 5834C over NEOSHO RIVER
Structure number:000170000000000
Location:4.5W OF COMMERCE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:155.8 ft. [47.5 m]
Total length:422.9 ft. [128.9 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Vertical clearance above deck:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:100 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
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:24.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$546,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2015PoorSatisfactoryPoorSerious10024.0
September 2013PoorSatisfactoryPoorSerious10024.0
September 2011PoorSatisfactoryPoorSerious10024.0
June 2009PoorSatisfactoryPoorSerious10024.0
September 2006PoorSatisfactoryPoorPoor10024.0
May 2005PoorPoorPoorPoor10020.9
July 2004PoorSatisfactoryCriticalPoor10024.0
May 2003PoorSatisfactoryCriticalSerious10017.5
August 2002PoorSatisfactoryCriticalSerious10017.5
June 2001PoorSatisfactoryCriticalPoor10017.5
March 2001PoorSatisfactoryCriticalPoor10017.5
January 2000PoorSatisfactoryCriticalFair10017.5
August 1998PoorSatisfactoryCriticalFair10017.5
February 1995FairSatisfactorySatisfactoryFair10018.1
October 1993FairSatisfactorySatisfactoryFair10018.1
July 1991PoorPoorFairPoor10021.4