MO 111 S over MILL CR


+40.28219, -95.49336
40°16'56" N, 95°29'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 111 S over MILL CR
Structure number:9572
Old structure number:X 172 1 (from 1992 edition)
Location:S 11 T 63 N R 41 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:81.0 ft. [24.7 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:79 [as of 2017]
Truck traffic:15% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:34.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$949,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorSeriousSeriousFair7934.6
December 2016PoorSeriousSeriousFair7734.6
September 2015PoorSeriousSeriousFair9434.6
September 2014PoorSeriousSeriousFair9434.6
September 2013PoorSeriousSeriousFair10034.5
October 2012PoorSeriousSeriousFair10034.5
October 2011PoorSeriousSeriousFair7434.7
October 2010PoorSeriousSeriousFair7834.6
October 2009PoorSeriousSeriousFair7834.6
December 2008PoorSeriousSeriousSatisfactory10218.7
October 2007PoorSeriousSeriousSatisfactory10418.7
November 2006PoorSeriousSeriousSatisfactory10418.7
October 2005FairFairSatisfactorySatisfactory10652.6
October 2004FairFairSatisfactorySatisfactory10851.6
October 2003FairFairSatisfactorySatisfactory10851.6
October 2002FairFairSatisfactorySatisfactory10751.6
September 2001FairFairSatisfactorySatisfactory10752.6
October 1999FairFairSatisfactorySatisfactory8967.0
September 1998FairFairSatisfactorySatisfactory8967.0
November 1997FairFairSatisfactorySatisfactory8967.0
November 1996FairFairSatisfactorySatisfactory7667.0
November 1995FairFairSatisfactorySatisfactory7667.0
November 1994FairFairSatisfactorySatisfactory7367.0
November 1993FairFairSatisfactorySatisfactory10741.9
September 1992FairFairSatisfactorySatisfactory10741.9
November 1991FairFairSatisfactorySatisfactory10141.9