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FIFTH AVE over OLENTANGY RIVER (FIFTH)

Map 

Coordinates:
+39.98833, -83.02500
39°59'18" N, 83°01'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FIFTH AVE over OLENTANGY RIVER (FIFTH)
Structure number:2531518
Location:NEAR OLENTANGY RIVER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Owner:County Highway Agency [02]
Year built:1939
Year reconstructed:1992
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:5
Main spans material:Steel continuous [4]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:21,522 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201575.4Functionally obsoleteGoodGoodSatisfactory21522
November 201475.4Functionally obsoleteGoodGoodSatisfactory21522
January 201475.4Functionally obsoleteGoodGoodSatisfactory21522
September 201275.4Functionally obsoleteGoodGoodSatisfactory21522
November 201175.4Functionally obsoleteGoodGoodSatisfactory21522
August 201075.4Functionally obsoleteGoodGoodSatisfactory21522
September 200975.4Functionally obsoleteGoodGoodSatisfactory21522
June 200875.4Functionally obsoleteGoodVery GoodSatisfactory21522
July 200775.4Functionally obsoleteVery GoodVery GoodVery Good21522
August 200675.4Functionally obsoleteVery GoodVery GoodVery Good21522
September 200575.4Functionally obsoleteVery GoodVery GoodVery Good21522
September 200475.4Functionally obsoleteVery GoodVery GoodVery Good21522
September 200375.4Functionally obsoleteVery GoodVery GoodVery Good21522
September 200275.4Functionally obsoleteVery GoodVery GoodVery Good21522
November 200175.4Functionally obsoleteVery GoodVery GoodVery Good21522
October 200075.4Not deficientVery GoodVery GoodVery Good21522
November 199975.4Not deficientVery GoodVery GoodVery Good21522
December 199875.4Not deficientVery GoodVery GoodVery Good21522
December 199675.4Not deficientVery GoodVery GoodVery Good21522
November 199576.1Not deficientVery GoodVery GoodVery Good19122
December 199476.1Not deficientVery GoodVery GoodVery Good19122
December 199376.1Not deficientVery GoodVery GoodVery Good19122
December 199276.3Not deficientExcellentExcellentVery Good17500
December 199146.8Structurally deficientPoorFairPoor17500