Share:

OAKWAY TRAIL over CANOE STREAM

Map 

Coordinates:
+42.34590, -82.97226
42°20'45" N, 82°58'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OAKWAY TRAIL over CANOE STREAM
Structure number:000000000012481
Old structure number:825180814013B01 (from 1992 edition)
Location:BELLE ISLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1913
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Posted for load [P]
Average daily traffic:367 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.4 tons [32.2 metric tons]
Inventory rating:18.5 tons [16.8 metric tons]
Sufficiency rating:64.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$189,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201464.9Not deficientFairSatisfactoryFair367
June 201365.9Not deficientSatisfactorySatisfactoryFair367
December 201165.9Not deficientSatisfactorySatisfactoryFair367
June 201065.9Not deficientSatisfactorySatisfactoryFair367
June 200965.9Not deficientSatisfactorySatisfactoryFair367
June 200849.8Structurally deficientPoorPoorFair367
June 200749.8Structurally deficientPoorPoorFair367
May 200649.8Structurally deficientPoorPoorFair367
July 200562.9Structurally deficientPoorFairFair367
May 200362.9Not deficientFairFairFair664
May 200261.8Structurally deficientPoorFairFair664
June 200163.8Not deficientFairSatisfactoryFair664
August 200059.0Not deficientFairSatisfactoryFair1158
May 199959.0Not deficientFairSatisfactoryFair1158
July 199859.0Not deficientFairSatisfactoryFair1158
August 199759.0Not deficientFairSatisfactoryFair1158
July 199551.3Functionally obsoleteGoodSatisfactoryGood480
October 199333.5Functionally obsoleteSatisfactorySatisfactoryGood6000
September 199133.5Functionally obsoleteSatisfactorySatisfactoryGood6000
September 198933.5Functionally obsoleteSatisfactorySatisfactoryGood6000