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RT A S over DRAIN DTCH

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

Map

Coordinates:
+39.30486, -93.84222
39°18'17" N, 93°50'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT A S over DRAIN DTCH
Structure number:8558
Old structure number:S 5 1 (from 1992 edition)
Location:S 20 T 52 N R 26 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1930
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:954 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$240,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2009PoorSeriousFairFair95424.4
November 1999PoorPoorSatisfactoryFair88611.3
September 1991PoorPoorGoodSatisfactory82228.7