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RTE 277 over CAYUGA CREEK

Map

Coordinates:
+42.88409, -78.75440
42°53'03" N, 78°45'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 277 over CAYUGA CREEK
Structure number:000000001044280
Location:2.3 MI N JCT RTS 277+354
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:72.8 ft. [22.2 m]
Deck width edge-to-edge:85.3 ft. [26.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:43,503 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
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:89.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,347,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodVery GoodGood4350389.7
August 2016GoodGoodVery GoodVery Good4020090.3
August 2014GoodVery GoodVery GoodVery Good4197489.9
June 2012GoodVery GoodVery GoodVery Good4020090.3
July 2010GoodExcellentExcellentVery Good4157290.0
October 2008GoodExcellentExcellentVery Good4157290.0
September 2006GoodExcellentExcellentExcellent4441891.7
April 2004GoodExcellentExcellentExcellent2310195.7
September 2002GoodExcellentExcellentExcellent4090092.3
September 2000GoodVery GoodVery GoodVery Good3243091.8
November 1998GoodVery GoodVery GoodVery Good3243091.8
October 1996FairVery GoodVery GoodSatisfactory3208190.3
October 1994GoodVery GoodVery GoodVery Good1127097.5
October 1992GoodVery GoodVery GoodVery Good3217092.8
November 1990GoodVery GoodVery GoodVery Good3800091.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3001,300000
Steel Protective Coatingsq. ft.17,74017,61013000
Deck
Reinforced Concrete Decksq. ft.11,08910,98910000
Wearing Surfacessq. ft.9,4648,51894600
Substructure
Reinforced Concrete Abutmentlinear ft.1991662580
Reinforced Concrete Pile Cap/Footinglinear ft.2242101220
Joints
Compression Jointlinear ft.1721294300
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.2006014
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.2001406
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2602441600