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MO 53 S over MALARIAL DTCH

Map

Coordinates:
+36.57037, -90.16959
36°34'13" N, 90°10'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 53 S over MALARIAL DTCH
Structure number:5914
Old structure number:K 722 1 (from 1992 edition)
Location:S 11 T 22 N R 8 E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:25.9 ft. [7.9 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1939
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:7
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,249 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:48.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,341,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairFair424948.2
November 2016FairFairFairFair424948.2
August 2015FairFairFairFair411048.6
August 2014FairFairFairFair450142.0
November 2013FairFairFairFair446142.1
November 2012FairFairFairFair450642.0
November 2011FairFairFairFair450642.0
November 2010PoorFairFairPoor405325.5
October 2009FairFairFairFair405344.0
October 2008FairFairFairFair462942.3
October 2007FairFairFairFair462942.3
October 2006FairFairFairFair462942.3
November 2005FairFairFairFair478327.3
December 2004PoorFairFairPoor469412.3
February 2004PoorFairFairPoor463412.3
January 2003PoorFairFairPoor454112.3
September 2001PoorFairFairPoor517810.3
October 1999PoorFairFairPoor451013.2
October 1998PoorFairFairPoor451013.2
October 1997PoorFairFairPoor451013.2
October 1995FairSatisfactorySatisfactoryFair377129.2
February 1995FairSatisfactorySatisfactoryFair358827.2
December 1993FairSatisfactorySatisfactoryFair317027.2
November 1992FairSatisfactoryGoodFair317029.2
October 1991FairSatisfactoryGoodFair320929.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,06879827000
Steel Protective Coatingsq. ft.5,0566233,9714620
Deck
Reinforced Concrete Decksq. ft.4,9842,4921,9944980
Wearing Surfacessq. ft.4,62804,62800
Substructure
Timber Abutmentlinear ft.1180106120
Timber Pileeach3636000
Timber Pier Caplinear ft.1806690240
Bearings
Movable Bearingeach4848000
Steel Protective Coatingsq. ft.4803450
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.35625610000
Reinforced Concrete Bridge Raillinear ft.35626753036