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GRAY AVE over BARKERS CR

Map

Coordinates:
+38.48303, -93.49811
38°28'59" N, 93°29'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRAY AVE over BARKERS CR
Structure number:15407
Old structure number:0930005 008 (from 1992 edition)
Location:S 30 T 43 N R 23 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:12.5 ft. [3.8 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Owner:County Highway Agency [02]
Year built:1940
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:30 [as of 2018]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:19.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$349,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairPoorFair3019.9
January 2016PoorSatisfactorySeriousFair3020.9
January 2014FairSatisfactoryFairFair3020.9
January 2012FairSatisfactoryFairFair3018.8
February 2010FairSatisfactoryFairSatisfactory3018.8
February 2008FairSatisfactoryFairSatisfactory3018.8
January 2006FairSatisfactoryFairSatisfactory3018.8
January 2004FairSatisfactoryFairSatisfactory3018.8
February 2002FairSatisfactoryFairSatisfactory3018.8
March 2000FairSatisfactoryFairSatisfactory3018.8
December 1997PoorSatisfactoryFairPoor3018.8
January 1990GoodGoodGoodGood3526.6
December 1989FairSatisfactoryFairFair10022.7