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FIFTH AVE. over ALUM CREEK (FIFTH AVE)

Map

Coordinates:
+39.98551, -82.93790
39°59'08" N, 82°56'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FIFTH AVE. over ALUM CREEK (FIFTH AVE)
Structure number:2535610
Location:JUST EAST OF I-670
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:1987
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: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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,138 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:92.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodGood1013892.5
November 2016GoodGoodVery GoodGood1013892.5
November 2015GoodGoodVery GoodGood1980390.1
December 2014GoodGoodVery GoodGood1980390.1
December 2013GoodGoodVery GoodGood1980390.1
November 2012GoodGoodVery GoodGood1980390.1
January 2012GoodGoodVery GoodGood1980390.1
July 2010GoodGoodVery GoodGood1980390.1
January 2010GoodGoodVery GoodVery Good1980390.1
January 2009GoodGoodVery GoodVery Good1980390.1
September 2007GoodGoodVery GoodVery Good1980390.1
November 2006GoodGoodVery GoodVery Good1980390.1
September 2005GoodGoodVery GoodVery Good1980390.1
September 2004GoodGoodVery GoodVery Good1980390.1
September 2003GoodGoodVery GoodVery Good1980390.1
August 2002GoodGoodVery GoodVery Good1980390.1
October 2001GoodVery GoodVery GoodVery Good1980390.1
October 2000GoodVery GoodVery GoodVery Good1980390.1
November 1999GoodVery GoodVery GoodVery Good1980390.1
October 1998GoodVery GoodVery GoodVery Good1980390.1
July 1996GoodVery GoodVery GoodVery Good1980390.1