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CLEVELAND AVE over HICKORY CREEK

Map

Coordinates:
+41.97454, -86.49467
41°58'28" N, 86°29'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLEVELAND AVE over HICKORY CREEK
Structure number:000000000000988
Old structure number:11200064000B010 (from 1992 edition)
Location:1.0 MI N OF BARODA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:43.0 ft. [13.1 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,474 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:98.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodSatisfactoryGood447498.4
June 2016FairGoodSatisfactoryGood447498.4
June 2014FairGoodSatisfactorySatisfactory447498.4
June 2012FairGoodSatisfactorySatisfactory447496.1
June 2010FairGoodSatisfactorySatisfactory447496.1
June 2008FairGoodSatisfactorySatisfactory447496.3
June 2006FairGoodSatisfactorySatisfactory320096.4
June 2004FairGoodSatisfactorySatisfactory320096.3
May 2002FairGoodSatisfactorySatisfactory318990.4
October 2000FairGoodSatisfactorySatisfactory318990.4
June 1998FairGoodSatisfactorySatisfactory318990.4
June 1996FairGoodSatisfactorySatisfactory318990.4
March 1994GoodGoodGoodGood318990.2
July 1992GoodGoodGoodGood318990.2
September 1990FairGoodFairGood318973.6