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CENTRAL COLLEGE RD over ROCKY FORK(CENT.COLLEGE)

Map

Coordinates:
+40.09959, -82.84286
40°05'59" N, 82°50'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CENTRAL COLLEGE RD over ROCKY FORK(CENT.COLLEGE)
Structure number:2534614
Location:0.3 MI WEST OF HARLEM RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,859 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodVery Good685996.0
June 2016GoodVery GoodVery GoodVery Good685996.0
September 2015GoodVery GoodVery GoodVery Good141298.8
October 2014GoodVery GoodVery GoodVery Good141298.8
October 2013GoodVery GoodVery GoodVery Good141298.8
November 2012GoodVery GoodVery GoodVery Good141298.8
December 2011GoodVery GoodVery GoodVery Good141298.8
October 2010GoodVery GoodVery GoodVery Good141298.8
July 2009GoodVery GoodVery GoodVery Good141299.8
July 2008GoodVery GoodVery GoodVery Good141299.8
May 2007GoodVery GoodVery GoodVery Good141299.8
May 2006GoodVery GoodVery GoodVery Good141299.8
July 2005GoodVery GoodVery GoodVery Good141299.8
August 2004GoodVery GoodVery GoodVery Good141299.8
July 2003GoodVery GoodVery GoodVery Good141299.8
May 2002GoodVery GoodVery GoodVery Good141299.8
August 2000GoodGoodVery GoodVery Good141299.8
August 1999GoodGoodVery GoodVery Good141299.8
October 1998GoodGoodVery GoodVery Good141299.8
October 1996GoodGoodVery GoodVery Good141299.8
September 1995GoodVery GoodVery GoodVery Good131199.8
August 1994GoodVery GoodVery GoodVery Good131199.8
December 1993GoodGoodVery GoodVery Good131199.8
August 1992GoodGoodVery GoodVery Good131199.8
September 1991Good-Very GoodVery Good120099.8