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STEVENSVILLE BAROD over HICKORY CREEK

Map

Coordinates:
+42.00463, -86.51840
42°00'17" N, 86°31'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STEVENSVILLE BAROD over HICKORY CREEK
Structure number:000000000000987
Old structure number:11200063000B010 (from 1992 edition)
Location:0.25 MI S OF STEVENSVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:47.9 ft. [14.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,301 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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: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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:78.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryGood230178.8
June 2016FairSatisfactorySatisfactoryGood230179.5
June 2014FairSatisfactoryGoodGood230179.5
June 2012FairSatisfactorySatisfactoryGood230179.5
June 2010FairSatisfactorySatisfactoryGood230179.5
June 2008FairSatisfactorySatisfactoryGood230179.6
June 2006FairSatisfactorySatisfactoryGood261179.4
June 2004FairSatisfactorySatisfactoryGood261179.3
May 2002FairSatisfactoryFairSatisfactory257265.8
October 2000FairSatisfactoryFairSatisfactory257265.8
June 1998FairSatisfactoryFairSatisfactory257269.8
June 1996FairSatisfactoryFairGood232066.1
October 1994FairSatisfactoryFairGood232064.9
July 1992FairSatisfactoryFairGood232064.9
October 1990FairSatisfactoryFairSatisfactory232067.8