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FIFTH AVE. over ALUM CREEK (FIFTH AVE)

Map 

Coordinates:
+39.98500, -82.95167
39°59'06" N, 82°57'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:19,803 [as of 1997]
Truck traffic:4% 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]
Operating rating:67.0 tons [60.9 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:90.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201590.1Not deficientGoodVery GoodGood19803
December 201490.1Not deficientGoodVery GoodGood19803
December 201390.1Not deficientGoodVery GoodGood19803
November 201290.1Not deficientGoodVery GoodGood19803
January 201290.1Not deficientGoodVery GoodGood19803
July 201090.1Not deficientGoodVery GoodGood19803
January 201090.1Not deficientGoodVery GoodVery Good19803
January 200990.1Not deficientGoodVery GoodVery Good19803
September 200790.1Not deficientGoodVery GoodVery Good19803
November 200690.1Not deficientGoodVery GoodVery Good19803
September 200590.1Not deficientGoodVery GoodVery Good19803
September 200490.1Not deficientGoodVery GoodVery Good19803
September 200390.1Not deficientGoodVery GoodVery Good19803
August 200290.1Not deficientGoodVery GoodVery Good19803
October 200190.1Not deficientVery GoodVery GoodVery Good19803
October 200090.1Not deficientVery GoodVery GoodVery Good19803
November 199990.1Not deficientVery GoodVery GoodVery Good19803
October 199890.1Not deficientVery GoodVery GoodVery Good19803
July 199690.1Not deficientVery GoodVery GoodVery Good19803
199690.5Not deficient---18666