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RT WW E over N FK CR

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

Map

Coordinates:
+38.94129, -92.27861
38°56'29" N, 92°16'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT WW E over N FK CR
Structure number:92
Old structure number:A 113 1 (from 1992 edition)
Location:S 16 T 48 N R 12 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.8 ft. [10.6 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1961
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:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,258 [as of 2008]
Truck traffic:11% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$754,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2009PoorSeriousSeriousSatisfactory42582.0
October 1999PoorPoorPoorGood36367.3
October 1991FairFairFairVery Good282824.3