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MO 224 E over SNI-A-BAR CR

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

Map

Coordinates:
+39.13381, -93.97472
39°08'02" N, 93°58'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 224 E over SNI-A-BAR CR
Structure number:5220
Old structure number:J 25R 1 (from 1992 edition)
Location:S 15 T 50 N R 28 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:200.8 ft. [61.2 m]
Total length:332.0 ft. [101.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:512 [as of 2008]
Truck traffic:14% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 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:28.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,407,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2009PoorSeriousSeriousFair51228.9
November 1999FairSatisfactoryFairFair106425.9
November 1991FairSatisfactoryFairFair154323.2