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MO 51 S over LIT WHITEWATER CR

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

Map

Coordinates:
+37.49966, -90.01350
37°29'59" N, 90°00'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 51 S over LIT WHITEWATER CR
Structure number:4722
Old structure number:G 688R 1 (from 1992 edition)
Location:S 35 T 33 N R 9 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:80.1 ft. [24.4 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1922
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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:Open, no restriction [A]
Average daily traffic:1,480 [as of 2015]
Truck traffic:10% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:34.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$923,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2015PoorSeriousFairFair148034.2
October 2014PoorSeriousFairFair141334.5
October 2013PoorSeriousFairFair141334.5
December 2012PoorSeriousFairFair142934.4
December 2011PoorSeriousFairFair142934.4
January 2011PoorSeriousFairFair145833.8
December 2009PoorSeriousFairFair147533.7
December 2008PoorPoorFairFair158933.2
January 2008PoorPoorFairFair154533.4
October 2005FairFairSatisfactoryFair154535.9
October 2003FairFairSatisfactoryFair151036.0
October 2001FairFairSatisfactoryFair145036.3
December 1999FairFairSatisfactorySatisfactory145848.3
January 1999FairFairSatisfactorySatisfactory145848.3
January 1998FairFairSatisfactorySatisfactory145848.3
January 1997FairFairSatisfactorySatisfactory131748.8
January 1995FairFairSatisfactorySatisfactory126648.9
February 1994FairFairSatisfactorySatisfactory122449.1
October 1992FairFairSatisfactorySatisfactory122449.1
November 1991FairSatisfactoryGoodSatisfactory124842.1