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SR 4017 over OVER COWANESQUE RIVER

Map

Coordinates:
+41.98034, -77.34311
41°58'49" N, 77°20'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4017 over OVER COWANESQUE RIVER
Structure number:000000000033179
Old structure number:584017022006870 (from 1992 edition)
Location:VILLAGE OF OSCEOLA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:186.0 ft. [56.7 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:710 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:62.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$624,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairFair71062.2
June 2016FairSatisfactoryFairFair73662.1
June 2014FairSatisfactoryFairFair63562.2
June 2012FairSatisfactoryFairFair64062.2
June 2010FairSatisfactoryFairFair64362.2
June 2008FairSatisfactoryFairFair75262.1
June 2006FairSatisfactoryFairFair74062.1
June 2004FairSatisfactoryFairFair102161.8
August 2002FairSatisfactoryFairFair99456.6
June 2000FairSatisfactoryGoodFair98461.8
June 1998FairSatisfactoryGoodFair143161.3
November 1996FairGoodGoodFair134661.4
June 1995FairGoodGoodFair132061.4
June 1994FairGoodGoodFair130261.4
June 1992FairGoodGoodSatisfactory128772.7
June 1990FairVery GoodGoodSatisfactory125172.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,1071,107000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.5,1575,157000
Superstructure
Steel Trusslinear ft.3693393000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.265265000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.1291092000
Joints
Strip Seal Jointlinear ft.2502500
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.421415600