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MO 221 N over ST FRANCIS RVR

Map

Coordinates:
+37.76511, -90.46434
37°45'54" N, 90°27'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 221 N over ST FRANCIS RVR
Structure number:6177
Old structure number:L 283 1 (from 1992 edition)
Location:S 2989 T 35 N R 5 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:52.5 ft. [16.0 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:2007
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,451 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:39.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,416,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory745139.0
October 2016FairSatisfactorySatisfactorySatisfactory729139.0
October 2014FairSatisfactorySatisfactorySatisfactory682639.0
October 2012FairSatisfactoryGoodSatisfactory767139.0
October 2010FairSatisfactoryGoodSatisfactory783838.4
November 2008FairSatisfactoryGoodSatisfactory794838.4
January 2007FairSatisfactoryGoodSatisfactory852046.2
October 2004FairSatisfactoryGoodSatisfactory558446.2
December 2002FairSatisfactoryGoodSatisfactory490848.1
December 2001FairSatisfactoryGoodSatisfactory493248.1
December 1999FairSatisfactoryGoodSatisfactory778146.2
December 1998FairSatisfactoryGoodSatisfactory778146.2
January 1998FairSatisfactoryGoodSatisfactory778146.2
December 1996FairSatisfactoryGoodSatisfactory723046.2
December 1995FairSatisfactorySatisfactorySatisfactory723046.2
November 1994FairSatisfactorySatisfactorySatisfactory691246.2
November 1993FairSatisfactorySatisfactorySatisfactory679646.2
December 1991FairSatisfactorySatisfactorySatisfactory592149.0