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PICNIC WAY over CANOE STREAM

Map 

Coordinates:
+42.33476, -82.98696
42°20'05" N, 82°59'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PICNIC WAY over CANOE STREAM
Structure number:000000000012482
Old structure number:825180815175B01 (from 1992 edition)
Location:BELLE ISLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:State Highway Agency [01]
Year built:1901
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:935 [as of 2003]
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:Equal to present minimum criteria [6]
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:86.2 tons [78.4 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Sufficiency rating:96.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$212,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201496.9Not deficientGoodVery GoodGood935
June 201393.8Not deficientVery GoodVery GoodVery Good935
December 201196.9Not deficientVery GoodVery GoodGood935
June 200996.9Not deficientVery GoodVery GoodVery Good935
June 200796.9Not deficientExcellentVery GoodExcellent935
June 200596.9Not deficientExcellentVery GoodExcellent935
June 200396.9Not deficientExcellentVery GoodExcellent986
June 200196.9Not deficientExcellentVery GoodExcellent986
May 199995.9Not deficientExcellentVery GoodExcellent1037
August 199795.9Not deficientVery GoodVery GoodExcellent1037
July 199597.0Not deficientExcellentExcellentExcellent460
October 199394.1Not deficientExcellentExcellentExcellent12000
September 199194.1Not deficientExcellentExcellentExcellent12000
September 198945.6Structurally deficientFairVery GoodSatisfactory12000