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MAPLE AVENUE over RUSH CREEK

Map

Coordinates:
+42.79025, -78.83703
42°47'25" N, 78°50'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAPLE AVENUE over RUSH CREEK
Structure number:000000003327710
Location:.75 MI. SE OF WOODLAWN
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:31.8 ft. [9.7 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:115 [as of 2016]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:62.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$796,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood11562.7
July 2016GoodGoodGoodGood11662.7
July 2014GoodGoodGoodGood28654.7
June 2012GoodGoodGoodGood29054.6
June 2010GoodGoodGoodGood22358.9
June 2008FairSatisfactorySatisfactoryGood22358.9
May 2006FairSatisfactorySatisfactoryGood22358.9
June 2004FairSatisfactorySatisfactoryGood22358.9
May 2002FairSatisfactorySatisfactoryGood117448.1
May 2000GoodGoodGoodGood117448.1
May 1998GoodGoodGoodGood117448.1
April 1996FairFairFairFair1064.8
April 1994FairFairFairFair1063.9
April 1992FairFairFairFair1063.9
May 1991PoorFairPoorFair1048.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.256025600
Steel Protective Coatingsq. ft.1,280606606680
Deck
Reinforced Concrete Decksq. ft.81640840800
Wearing Surfacessq. ft.7140068232
Substructure
Reinforced Concrete Abutmentlinear ft.52262600
Reinforced Concrete Pile Cap/Footinglinear ft.2613760
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.68343310