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LANE AVENUE over OLENTANGY (LANE AVE)

Map

Coordinates:
+40.00662, -83.02267
40°00'24" N, 83°01'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LANE AVENUE over OLENTANGY (LANE AVE)
Structure number:2531399
Location:SOUTH OF OLENTANGY RIV.RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:184.1 ft. [56.1 m]
Total length:370.1 ft. [112.8 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:112.5 ft. [34.3 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Stayed girder [14]
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,529 [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: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:89.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good2452989.5
September 2016GoodVery GoodVery GoodVery Good2452989.5
November 2015GoodVery GoodVery GoodVery Good1057091.5
December 2014GoodVery GoodVery GoodVery Good1057091.5
February 2014GoodVery GoodVery GoodVery Good1057091.5
December 2012GoodVery GoodVery GoodVery Good1057091.5
January 2012GoodVery GoodVery GoodVery Good1057091.5
December 2010GoodVery GoodVery GoodVery Good1057091.5
January 2010GoodVery GoodVery GoodVery Good1057091.5
August 2008GoodVery GoodVery GoodVery Good1057091.5
September 2007GoodVery GoodVery GoodVery Good1057096.5
November 2006GoodVery GoodVery GoodVery Good1057096.5
September 2005GoodVery GoodVery GoodVery Good1057096.5
September 2004GoodVery GoodVery GoodVery Good1057096.5
November 2003GoodExcellentExcellentExcellent2390294.6