Share:

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 2016

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]
Operating rating:67.0 tons [60.9 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:92.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201692.5GoodGoodVery GoodGood-10138
November 201590.1GoodGoodVery GoodGood-19803
December 201490.1GoodGoodVery GoodGood-19803
December 201390.1GoodGoodVery GoodGood-19803
November 201290.1GoodGoodVery GoodGood-19803
January 201290.1GoodGoodVery GoodGood-19803
July 201090.1GoodGoodVery GoodGood-19803
January 201090.1GoodGoodVery GoodVery Good-19803
January 200990.1GoodGoodVery GoodVery Good-19803
September 200790.1GoodGoodVery GoodVery Good-19803
November 200690.1GoodGoodVery GoodVery Good-19803
September 200590.1GoodGoodVery GoodVery Good-19803
September 200490.1GoodGoodVery GoodVery Good-19803
September 200390.1GoodGoodVery GoodVery Good-19803
August 200290.1GoodGoodVery GoodVery Good-19803
October 200190.1GoodVery GoodVery GoodVery Good-19803
October 200090.1GoodVery GoodVery GoodVery Good-19803
November 199990.1GoodVery GoodVery GoodVery Good-19803
October 199890.1GoodVery GoodVery GoodVery Good-19803
July 199690.1GoodVery GoodVery GoodVery Good-19803