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MO 52 E over MULBERRY CR

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

Map

Coordinates:
+38.25413, -94.55478
38°15'15" N, 94°33'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 52 E over MULBERRY CR
Structure number:5447
Old structure number:J 597 1 (from 1992 edition)
Location:S 22 T 40 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:48.6 ft. [14.8 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
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: October 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:708 [as of 2011]
Truck traffic:14% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 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:33.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,179,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2012PoorSeriousFairFair70833.6
October 2011PoorSeriousFairFair70833.6
January 2011PoorSeriousFairFair74034.7
January 2010PoorSeriousSatisfactoryFair74034.7
December 2008PoorPoorSatisfactorySatisfactory71848.0
November 2007PoorPoorSatisfactorySatisfactory77047.8
September 2005FairFairSatisfactorySatisfactory104849.1
October 2003FairFairSatisfactorySatisfactory110448.9
September 2002FairFairSatisfactorySatisfactory109448.9
December 2001FairFairSatisfactorySatisfactory106449.0
October 2000FairFairSatisfactorySatisfactory103648.0
October 1999FairFairSatisfactorySatisfactory100548.1
October 1998FairFairSatisfactorySatisfactory100548.1
October 1997FairFairSatisfactoryGood100546.1
September 1996FairFairSatisfactoryGood84146.6
November 1994FairSatisfactoryGoodGood88547.5
November 1993FairSatisfactoryGoodGood85647.6
October 1992FairSatisfactoryGoodGood85647.6
October 1991GoodGoodGoodGood81647.8