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MO 19 S over CHERRY VALLEY BR

Map

Coordinates:
+37.87717, -91.28199
37°52'38" N, 91°16'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 19 S over CHERRY VALLEY BR
Structure number:5712
Old structure number:K 199 1 (from 1992 edition)
Location:S 32 T 37 N R 3 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:32.5 ft. [9.9 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,735 [as of 2018]
Truck traffic:16% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:45.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$737,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair473545.7
September 2016FairFairFairFair431445.7
September 2014FairFairFairFair403845.7
September 2012FairFairFairFair396645.7
October 2010FairFairFairFair408845.5
October 2008FairFairFairFair414645.5
September 2006FairFairFairFair442645.5
November 2004FairFairFairFair435045.5
October 2002FairFairFairFair421045.5
February 2002FairFairFairSatisfactory435845.4
November 2000FairFairFairSatisfactory425245.7
November 1999FairFairFairSatisfactory412445.7
December 1998FairFairFairSatisfactory412445.7
October 1997FairFairFairSatisfactory412445.7
November 1996FairFairFairSatisfactory179349.3
October 1995FairFairFairSatisfactory179349.3
December 1994FairFairFairSatisfactory172449.6
December 1993FairSatisfactorySatisfactorySatisfactory166763.4
September 1992FairSatisfactorySatisfactorySatisfactory166763.4
January 1992FairSatisfactorySatisfactorySatisfactory153663.9