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E.CLINTON STREET over CHENANGO RIVER

Map

Coordinates:
+42.10323, -75.91523
42°06'12" N, 75°54'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E.CLINTON STREET over CHENANGO RIVER
Structure number:000000002226120
Location:CITY OF BINGHAMTON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:138.8 ft. [42.3 m]
Total length:481.0 ft. [146.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:2017
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,302 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:72.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$24,507,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairSatisfactorySatisfactory1930272.3
September 2016FairFairSatisfactorySatisfactory2025872.2
September 2014FairFairSatisfactorySatisfactory1983268.1
October 2012FairFairSatisfactorySatisfactory1250068.6
October 2010PoorPoorSatisfactorySatisfactory1245767.5
October 2008FairSatisfactorySatisfactoryGood1245770.7
December 2006FairSatisfactorySatisfactoryGood1357870.4
September 2004FairSatisfactorySatisfactoryGood1474770.2
August 2002FairSatisfactorySatisfactoryGood1474770.2
October 2000FairSatisfactorySatisfactoryGood1211470.7
October 1998GoodGoodVery GoodGood1211469.6
September 1996FairFairFairFair1325756.5
September 1994FairFairFairFair1000057.1
December 1992FairVery GoodFairFair1000057.1
September 1991PoorSeriousPoorPoor1000035.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.26,945024,2502,6950
Wearing Surfacessq. ft.18,28218,282000
Superstructure
Reinforced Concrete Archlinear ft.384038400
Substructure
Reinforced Concrete Pier Walllinear ft.186018600
Reinforced Concrete Abutmentlinear ft.330033000
Joints
Pourable Jointlinear ft.256256000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.819081900