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WOODSIDE DRIVE over CANOE STREAM

Map 

Coordinates:
+42.33995, -82.96869
42°20'24" N, 82°58'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODSIDE DRIVE over CANOE STREAM
Structure number:000000000012494
Old structure number:825180822341B01 (from 1992 edition)
Location:BELLE ISLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:32.8 ft. [10.0 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1901
Year reconstructed:2013
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:296 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:103.7 tons [94.3 metric tons]
Inventory rating:80.2 tons [72.9 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201493.0Not deficientVery GoodVery GoodVery Good296
October 201393.0Not deficientExcellentExcellent-296
December 201170.4Functionally obsoleteFairFairSatisfactory296
June 201029.0Structurally deficientFairFairSatisfactory296
June 200929.0Structurally deficientFairFairSatisfactory296
June 200827.0Structurally deficientPoorFairSatisfactory296
June 200727.0Structurally deficientPoorFairSatisfactory296
May 200627.0Structurally deficientPoorFairSatisfactory296
July 200536.6Functionally obsoleteFairSatisfactorySatisfactory296
May 200368.1Functionally obsoleteSatisfactorySatisfactorySatisfactory290
May 200267.1Functionally obsoleteFairSatisfactorySatisfactory290
June 200147.9Functionally obsoleteFairSatisfactorySatisfactory290
August 200045.8Functionally obsoleteFairSatisfactorySatisfactory828
May 199945.8Functionally obsoleteFairSatisfactorySatisfactory828
July 199845.8Functionally obsoleteFairSatisfactorySatisfactory828
August 199745.8Functionally obsoleteFairSatisfactorySatisfactory828
July 199546.3Functionally obsoleteVery GoodSatisfactorySatisfactory430
October 199343.7Functionally obsoleteVery GoodSatisfactorySatisfactory3000
September 199134.5Functionally obsoleteVery GoodSatisfactorySatisfactory3000
September 198934.5Functionally obsoleteVery GoodSatisfactorySatisfactory3000