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MO 5 S over OSAGE FK OVRFL

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

Map

Coordinates:
+37.53644, -92.58961
37°32'11" N, 92°35'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 5 S over OSAGE FK OVRFL
Structure number:5701
Old structure number:K 180 1 (from 1992 edition)
Location:S 28 T 33 N R 15 W
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:42.7 ft. [13.0 m]
Total length:382.9 ft. [116.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1932
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:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,474 [as of 2012]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:16.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,361,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2012PoorPoorFairFair247416.4
September 2011PoorPoorFairFair249816.4
October 2010PoorPoorFairFair215217.0
October 2009PoorPoorFairFair218217.0
October 2008PoorPoorFairFair218217.0
October 2007PoorPoorFairFair258417.0
December 2005FairFairSatisfactorySatisfactory280831.7
November 2003FairFairSatisfactorySatisfactory268432.2
February 2003FairFairSatisfactorySatisfactory306230.6
November 2001FairFairSatisfactorySatisfactory297830.9
November 2000FairFairSatisfactorySatisfactory267131.3
September 1999FairFairSatisfactorySatisfactory259131.7
November 1998FairFairSatisfactorySatisfactory259131.7
October 1997FairFairSatisfactorySatisfactory259129.7
December 1996FairFairSatisfactorySatisfactory203532.2
January 1995FairFairGoodSatisfactory203532.2
December 1994FairFairGoodSatisfactory195735.1
November 1993FairFairGoodSatisfactory207732.0
October 1992PoorFairGoodPoor20774.0
October 1991FairFairGoodSatisfactory198035.0