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GENESEE PARK ROAD over RED CREEK

Map

Coordinates:
+43.11917, -77.64006
43°07'09" N, 77°38'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GENESEE PARK ROAD over RED CREEK
Structure number:000000004318000
Location:.2 MI SE JCT I390&GEN RVR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:99.7 ft. [30.4 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 1980]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$728,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairSatisfactoryGood140079.9
May 2014FairFairSatisfactoryGood140078.9
May 2012FairFairSatisfactoryGood140078.9
May 2010FairFairSatisfactoryGood140078.9
May 2008FairFairSatisfactoryGood140078.9
May 2006FairFairSatisfactoryGood140078.9
June 2004FairFairSatisfactoryGood140078.9
May 2002FairFairSatisfactoryGood140078.9
April 2000FairFairSatisfactoryGood140079.9
May 1998FairFairSatisfactoryGood140079.9
May 1996Fair-SatisfactoryFair140069.8
June 1994Fair-SatisfactoryFair140069.8
June 1992Fair-SatisfactoryFair140069.8
August 1990Fair-SatisfactoryFair140069.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.721071830
Wearing Surfacessq. ft.2,00001,9001000
Substructure
Reinforced Concrete Abutmentlinear ft.5450400
Joints
Compression Jointlinear ft.54025290
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200020000
Steel Protective Coatingsq. ft.2,652001,989663
Reinforced Concrete Bridge Raillinear ft.200019820