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RIVERSIDE AVE over FOX CREEK

Map 

Coordinates:
+42.36013, -82.93001
42°21'36" N, 82°55'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIVERSIDE AVE over FOX CREEK
Structure number:000000000012457
Old structure number:825180801083B02 (from 1992 edition)
Location:AT END OF ALTER ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:473 [as of 2008]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.1 tons [54.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201490.5Not deficientGoodGoodGood473
June 201290.5Not deficientGoodGoodGood473
June 201090.5Not deficientGoodGoodGood473
June 200890.5Not deficientVery GoodVery GoodGood473
June 200674.3Not deficientVery GoodVery GoodGood2400
June 200474.3Not deficientVery GoodVery GoodGood2400
July 200274.3Not deficientVery GoodVery GoodVery Good2400
August 200074.3Not deficientVery GoodVery GoodVery Good2400
July 199869.3Not deficientVery GoodVery GoodVery Good2400
July 199674.3Not deficientVery GoodVery GoodVery Good2400
June 199474.3Not deficientVery GoodVery GoodVery Good2400
August 199274.3Not deficientVery GoodVery GoodVery Good2400
October 198866.3Not deficientVery GoodVery GoodVery Good2400