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CR 19/6 over HURRICANE CREEK

Map

Coordinates:
+38.45198, -82.01051
38°27'07" N, 82°00'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 19/6 over HURRICANE CREEK
Structure number:00000000040A019
Location:0.91 MI N OF CR 19
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:47.6 ft. [14.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:90.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$150,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodGoodGood20090.5
April 2012GoodVery GoodGoodGood20090.5
April 2008GoodVery GoodVery GoodGood20090.5
April 2004GoodVery GoodVery GoodGood5099.0
June 2002GoodVery GoodVery GoodGood5099.0
August 2000GoodVery GoodVery GoodGood5099.0
August 1998GoodVery GoodVery GoodGood5099.0
August 1996GoodVery GoodVery GoodGood5099.0
September 1994GoodExcellentExcellentVery Good5099.0
November 1992GoodExcellentExcellentGood5099.0
November 1990GoodExcellentExcellentGood5099.0