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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 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201696.9GoodGoodVery GoodGood-935
August 201496.9GoodGoodVery GoodGood-935
June 201393.8GoodVery GoodVery GoodVery Good-935
December 201196.9GoodVery GoodVery GoodGood-935
June 200996.9GoodVery GoodVery GoodVery Good-935
June 200796.9GoodExcellentVery GoodExcellent-935
June 200596.9GoodExcellentVery GoodExcellent-935
June 200396.9GoodExcellentVery GoodExcellent-986
June 200196.9GoodExcellentVery GoodExcellent-986
May 199995.9GoodExcellentVery GoodExcellent-1037
August 199795.9GoodVery GoodVery GoodExcellent-1037
July 199597.0GoodExcellentExcellentExcellent-460
October 199394.1GoodExcellentExcellentExcellent-12000
September 199194.1GoodExcellentExcellentExcellent-12000
September 198945.6FairFairVery GoodSatisfactorySD12000