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CLIFTON AVE over ALUM CREEK (CLIFTON AVE)

Map

Coordinates:
+39.97142, -82.94785
39°58'17" N, 82°56'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLIFTON AVE over ALUM CREEK (CLIFTON AVE)
Structure number:2532557
Location:0.1 MI EAST OF NELSON RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.1 ft. [23.2 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year reconstructed:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,190 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:90.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodGood219090.3
September 2016GoodVery GoodVery GoodGood219090.3
September 2015GoodVery GoodVery GoodGood219090.3
December 2014GoodVery GoodVery GoodGood219090.3
January 2014GoodVery GoodVery GoodGood219090.3
December 2012GoodGoodVery GoodGood219090.3
January 2012GoodVery GoodVery GoodGood219090.3
December 2010GoodVery GoodVery GoodGood219090.3
January 2010GoodVery GoodVery GoodGood219090.3
December 2008GoodVery GoodVery GoodGood219090.3
January 2008GoodVery GoodExcellentGood219090.3
January 2007PoorPoorPoorGood638730.4
December 2005PoorPoorPoorGood638730.4
November 2004PoorPoorPoorGood638749.6
November 2003FairGoodFairGood638769.1
November 2002FairGoodSatisfactoryGood638780.2
December 2001FairGoodSatisfactoryGood638780.2
October 2000GoodGoodGoodGood638780.2
October 1999GoodGoodVery GoodGood638780.2
December 1998GoodGoodVery GoodGood638780.2
November 1996GoodGoodVery GoodGood638780.2
August 1995GoodGoodVery GoodGood550980.5
December 1994GoodGoodVery GoodGood550980.5
October 1993GoodGoodVery GoodGood550980.5
November 1992GoodGoodVery GoodGood550980.5
December 1991GoodGoodVery GoodGood398082.6