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DICKERSON STREET over ONONDAGA CREEK

Map

Coordinates:
+43.04435, -76.15432
43°02'40" N, 76°09'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DICKERSON STREET over ONONDAGA CREEK
Structure number:000000002208500
Location:.2 MI S OF STATE ARMORY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:68.9 ft. [21.0 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:2015
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Arch - Deck [11]
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:712 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,358,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairExcellentSatisfactoryVery Good71284.5
April 2016GoodExcellentVery GoodVery Good80183.0
May 2014FairFairFairSatisfactory79566.2
April 2012FairFairFairSatisfactory79066.2
May 2010FairFairFairSatisfactory104764.1
May 2008FairFairFairSatisfactory104764.1
April 2006FairFairFairSatisfactory104764.1
April 2004FairFairFairSatisfactory104764.1
June 2002FairFairSatisfactorySatisfactory104776.9
May 2000FairFairSatisfactorySatisfactory104776.9
June 1998FairFairSatisfactorySatisfactory129676.9
June 1996PoorPoorPoorPoor200048.3
July 1994PoorPoorPoorPoor200048.4
June 1992PoorPoorPoorPoor200048.4
June 1990PoorPoorPoorPoor200047.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.2,5922,592000
Wearing Surfacessq. ft.1,60601,60600
Superstructure
Steel Archlinear ft.6906900
Steel Protective Coatingsq. ft.5,5565,5302600
Substructure
Reinforced Concrete Abutmentlinear ft.8079100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1461064000