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HICKORY CORNER RD over DESHEE RIVER

Map

Coordinates:
+38.60925, -87.40421
38°36'33" N, 87°24'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKORY CORNER RD over DESHEE RIVER
Structure number:4200077
Location:00.12 SE OF NUGENT ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:66.9 ft. [20.4 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:135 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:84.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodGoodVery Good13584.5
December 2015GoodVery GoodGoodVery Good13584.5
February 2014GoodVery GoodGoodVery Good13584.5
February 2012GoodVery GoodVery GoodVery Good13087.5
March 2010GoodVery GoodVery GoodVery Good13084.5
February 2008GoodVery GoodVery GoodVery Good13084.5
January 2008GoodVery GoodVery GoodVery Good13084.5
February 2006GoodVery GoodVery GoodVery Good13084.5
January 2004GoodVery GoodVery GoodVery Good12584.5
December 2001GoodVery GoodVery GoodVery Good12584.5
February 1998PoorPoorFairFair12524.9
February 1996PoorSeriousFairPoor12526.8
February 1994PoorPoorFairPoor12515.8
December 1991FairFairSatisfactoryFair12521.7
December 1988FairFairSatisfactorySatisfactory10048.5