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RTE 5S over NOWADAGA CREEK

Map

Coordinates:
+43.00447, -74.77961
43°00'16" N, 74°46'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 5S over NOWADAGA CREEK
Structure number:000000001002790
Location:2.3 MI SE JCT RTS 5S &169
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:109.9 ft. [33.5 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1990
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:Truss - Thru [10]
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: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,082 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:45.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,520,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorGood208245.8
November 2016FairSatisfactoryFairGood213964.9
December 2014PoorFairPoorGood213947.8
December 2012FairSatisfactoryFairGood215062.8
September 2010PoorVery GoodPoorSatisfactory213946.8
September 2008FairGoodFairGood213963.8
July 2006FairVery GoodSatisfactoryGood197576.9
July 2004FairExcellentFairGood187365.9
July 2002FairVery GoodFairSatisfactory187366.9
July 2000FairExcellentFairGood187365.9
August 1998FairVery GoodFairSatisfactory195465.9
July 1996PoorVery GoodPoorSatisfactory193450.6
July 1994PoorVery GoodPoorSatisfactory245046.7
June 1992PoorVery GoodPoorSatisfactory136148.9
July 1990PoorVery GoodPoorFair136148.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.2,92701,0471,8800
Wearing Surfacessq. ft.2,75501,1001,6550
Superstructure
Steel Trusslinear ft.2200165550
Steel Protective Coatingsq. ft.3,403003,063340
Steel Floor Beamlinear ft.3660308508
Steel Protective Coatingsq. ft.2,55001,660635255
Steel Gusset Plateeach229670
Steel Protective Coatingsq. ft.2640023925
Substructure
Reinforced Concrete Abutmentlinear ft.90761400
Joints
Pourable Jointlinear ft.2802701
Bearings
Pot Bearingeach40130
Steel Protective Coatingsq. ft.2000515
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.230230000
Steel Protective Coatingsq. ft.920092000