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RTE I390 over GENESEE RIVER, RED CREEK

Map

Coordinates:
+43.12076, -77.64359
43°07'15" N, 77°38'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I390 over GENESEE RIVER, RED CREEK
Structure number:000000004070541
Location:JCT RTE I390 & GENESEE R
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:429.8 ft. [131.0 m]
Total length:2050.0 ft. [624.8 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Owner:State Highway Agency [01]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:11
Main spans material:Concrete continuous [2]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:37,863 [as of 2008]
Truck traffic:7% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:96.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,671,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood3786396.2
October 2014GoodGoodGoodVery Good3786395.2
July 2012GoodGoodGoodVery Good3785095.2
October 2010GoodGoodGoodVery Good3786395.2
December 2008GoodVery GoodVery GoodVery Good3786395.2
November 2006GoodGoodVery GoodVery Good3963395.1
November 2004GoodGoodVery GoodVery Good4072995.1
November 2002GoodVery GoodVery GoodVery Good3900496.2
November 2000GoodVery GoodVery GoodVery Good3900496.2
November 1998GoodVery GoodVery GoodVery Good5062695.6
November 1996Poor-PoorSatisfactory4010965.5
October 1994Poor-PoorSatisfactory4010066.6
December 1992Poor-PoorSatisfactory4010066.6
May 1990Poor-PoorSatisfactory4010066.6

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.2,0421,63440440
Deck
Prestressed Concrete Top Flangesq. ft.117,844111,4225,8715510
Wearing Surfacessq. ft.110,268110,16810000
Substructure
Reinforced Concrete Pier Walllinear ft.3303121800
Reinforced Concrete Abutmentlinear ft.126576900
Joints
Assembly with Sealeach174174000
Bearings
Pot Bearingeach3603600
Steel Protective Coatingsq. ft.3600360
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,08404,08400