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SOUDER AVENUE over (O) SCIOTO RIVER

Map

Coordinates:
+39.96436, -83.02271
39°57'52" N, 83°01'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SOUDER AVENUE over (O) SCIOTO RIVER
Structure number:2563010
Location:478FT N/MCKINLEY AVENUE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:142.1 ft. [43.3 m]
Total length:412.1 ft. [125.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,040 [as of 2015]
Truck traffic:12% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:76.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodVery Good1104076.5
October 2016GoodVery GoodVery GoodGood1104076.5
December 2015GoodGoodVery GoodVery Good1104076.5
November 2014GoodGoodVery GoodVery Good1104077.7
August 2013GoodGoodVery GoodVery Good1104077.7
August 2012GoodGoodVery GoodVery Good1104077.7
October 2011FairSatisfactoryVery GoodGood1104077.7
November 2010FairSatisfactoryVery GoodVery Good1104077.7
November 2007GoodGoodVery GoodVery Good1104077.7
December 2006GoodVery GoodVery GoodVery Good1104077.7
December 2005GoodVery GoodVery GoodVery Good1104077.7
November 2004GoodVery GoodVery GoodVery Good1104077.7