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RT J E over CHARITON RVR

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

Map

Coordinates:
+39.95268, -92.66673
39°57'10" N, 92°40'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT J E over CHARITON RVR
Structure number:9890
Old structure number:X 943 1 (from 1992 edition)
Location:S 3 T 59 N R 16 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:101.4 ft. [30.9 m]
Total length:339.9 ft. [103.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: November 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:156 [as of 2009]
Truck traffic:13% 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 replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:18.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,735,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2009PoorSeriousSeriousSatisfactory15618.7
November 1999FairFairSatisfactorySatisfactory24440.9
January 1992FairFairGoodSatisfactory17039.9