MO 13 S over LOG CR

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


+39.63455, -94.03903
39°38'04" N, 94°02'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 13 S over LOG CR
Structure number:5357
Old structure number:J 340R 1 (from 1992 edition)
Location:S 27 T 56 N R 28 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:112.5 ft. [34.3 m]
Total length:255.9 ft. [78.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1940
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:3,253 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Critical [2 out of 9]
Superstructure condition:Critical [2 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:Equal to present desirable criteria [8]
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:17.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,664,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2015PoorCriticalCriticalFair325317.0
October 2014PoorCriticalCriticalFair258817.0
November 2013PoorPoorPoorFair254411.2
September 2012PoorPoorPoorFair25444.0
November 2011PoorPoorPoorFair27564.0
November 2010PoorFairPoorFair28386.0
January 2009FairFairFairFair287821.0
January 2007FairFairFairFair275421.0
December 2004FairSatisfactorySatisfactorySatisfactory292432.8
December 2002FairSatisfactorySatisfactorySatisfactory320632.0
October 2001FairSatisfactorySatisfactorySatisfactory311832.0
October 1999FairSatisfactorySatisfactorySatisfactory265433.2
September 1998FairSatisfactorySatisfactorySatisfactory265433.2
November 1997FairSatisfactorySatisfactorySatisfactory265429.4
January 1997FairSatisfactorySatisfactorySatisfactory265129.4
December 1995FairSatisfactorySatisfactorySatisfactory265129.4
October 1994FairSatisfactorySatisfactorySatisfactory232130.3
October 1993FairSatisfactorySatisfactorySatisfactory224530.7
November 1992FairSatisfactorySatisfactorySatisfactory224529.2
November 1991FairSatisfactorySatisfactorySatisfactory214029.8