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KELLER ROAD over VIEKE DITCH

Map

Coordinates:
+38.61614, -87.52926
38°36'58" N, 87°31'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KELLER ROAD over VIEKE DITCH
Structure number:4200122
Location:00.27 N OF ESSEX ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:55.4 ft. [16.9 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:24°
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:130 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:49.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$750,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairSatisfactory13049.2
December 2015FairSatisfactoryFairSatisfactory13049.2
January 2014FairSatisfactorySatisfactorySatisfactory13052.3
January 2012FairSatisfactoryFairSatisfactory13053.9
April 2010FairSatisfactoryFairSatisfactory13053.9
January 2008FairSatisfactoryFairSatisfactory13053.9
February 2006FairSatisfactoryFairSatisfactory13053.9
January 2004FairSatisfactoryFairSatisfactory12551.7
November 2001FairSatisfactoryFairSatisfactory12551.7
January 2000FairSatisfactoryFairSatisfactory12551.9
February 1998FairSatisfactoryFairSatisfactory12551.7
February 1996FairFairFairGood12544.0
January 1994FairFairFairGood12541.7
December 1991FairSatisfactorySatisfactoryGood12535.9
December 1988FairGoodSatisfactoryVery Good10066.7