Share:

HENDERSON RD over OLENT.RIVER (HENDERSON)

Map

Coordinates:
+40.05185, -83.03093
40°03'07" N, 83°01'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HENDERSON RD over OLENT.RIVER (HENDERSON)
Structure number:2534282
Location:0.2 MI E.OF OLENT.RIV.RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1976
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,548 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:92.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodVery Good2654892.7
September 2016GoodGoodGoodVery Good2654892.7
October 2015GoodGoodGoodVery Good3850989.9
December 2014GoodGoodGoodVery Good3850989.9
December 2013GoodGoodGoodVery Good3850989.9
December 2012GoodGoodGoodVery Good3850989.9
January 2012GoodVery GoodGoodVery Good3850989.9
December 2010GoodVery GoodGoodVery Good3850988.9
December 2009GoodVery GoodGoodVery Good3850988.9
October 2008FairGoodSatisfactoryGood3850983.3
September 2007FairGoodSatisfactoryGood3850983.3
November 2006GoodGoodGoodGood3850983.3
September 2005GoodGoodGoodGood3850983.3
September 2004GoodGoodGoodGood3850983.3
September 2003GoodGoodGoodGood3850983.3
September 2002GoodGoodGoodGood3850983.3
November 2001FairSatisfactoryGoodGood3850983.3
October 2000FairSatisfactoryGoodGood3850983.3
November 1999GoodGoodGoodGood3850983.3
December 1998GoodGoodGoodGood3850983.3
December 1996GoodGoodGoodGood3850983.3
November 1995GoodGoodGoodGood3421584.7
November 1994GoodGoodGoodGood3421584.7
December 1993GoodGoodGoodGood3421584.7
December 1992GoodGoodGoodGood3040085.6
December 1991GoodGoodGoodGood3040085.6