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MO 86 E over KINGS RVR

Map

Coordinates:
+36.50282, -93.60049
36°30'10" N, 93°36'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 86 E over KINGS RVR
Structure number:407
Old structure number:A 579 1 (from 1992 edition)
Location:S 25 T 21 N R 25 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:94.2 ft. [28.7 m]
Total length:434.1 ft. [132.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,816 [as of 2017]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:41.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,643,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory181641.0
March 2016FairSatisfactorySatisfactorySatisfactory180241.1
March 2014FairSatisfactorySatisfactorySatisfactory184840.8
October 2011FairSatisfactorySatisfactorySatisfactory205039.3
November 2009FairSatisfactorySatisfactorySatisfactory207438.3
December 2008FairSatisfactorySatisfactorySatisfactory217238.3
December 2006FairSatisfactorySatisfactorySatisfactory234238.3
October 2004FairSatisfactorySatisfactorySatisfactory214438.3
December 2002FairSatisfactorySatisfactorySatisfactory218438.3
January 2002FairSatisfactorySatisfactorySatisfactory287938.3
December 2000FairSatisfactorySatisfactorySatisfactory226139.2
September 1999FairSatisfactorySatisfactorySatisfactory266439.2
October 1998FairSatisfactorySatisfactorySatisfactory266439.2
October 1997FairSatisfactorySatisfactorySatisfactory266439.2
November 1996FairSatisfactorySatisfactorySatisfactory273239.2
December 1994FairSatisfactorySatisfactoryGood261239.2
November 1993FairSatisfactorySatisfactoryGood256839.2
September 1992FairSatisfactorySatisfactoryGood256839.2
October 1991FairSatisfactorySatisfactoryGood234339.2