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KING AVE over OLENT RIVER (KING AVE)

Map

Coordinates:
+39.99083, -83.02410
39°59'27" N, 83°01'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KING AVE over OLENT RIVER (KING AVE)
Structure number:2535734
Location:304' E. OF OLEN. RIV. RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:91.9 ft. [28.0 m]
Total length:394.0 ft. [120.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,120 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodVery GoodVery Good1412098.7
August 2016GoodGoodVery GoodVery Good1412098.7
November 2015GoodGoodVery GoodVery Good1820098.3
December 2014GoodGoodVery GoodVery Good1820098.3
December 2013GoodGoodVery GoodVery Good1820098.3
December 2012GoodGoodVery GoodVery Good1820098.3
January 2012GoodGoodVery GoodVery Good1820098.3
December 2010GoodGoodVery GoodVery Good1820098.3
September 2009GoodGoodVery GoodVery Good1820098.3
June 2008GoodGoodVery GoodVery Good1820098.3
September 2007GoodGoodVery GoodVery Good1820098.3
November 2006GoodGoodVery GoodVery Good1820098.3
September 2005GoodGoodVery GoodVery Good1820098.3
September 2004GoodGoodVery GoodVery Good1820098.3
September 2003GoodGoodVery GoodVery Good1820098.3
September 2002GoodVery GoodVery GoodVery Good1820098.3
November 2001GoodVery GoodVery GoodVery Good1820098.3
October 2000GoodVery GoodVery GoodVery Good1820098.3