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SR 6008,CENTER ST. over OVER OIL CREEK

Map

Coordinates:
+41.43393, -79.70961
41°26'02" N, 79°42'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 6008,CENTER ST. over OVER OIL CREEK
Structure number:000000000033654
Old structure number:606008007000800 (from 1992 edition)
Location:OIL CITY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:172.9 ft. [52.7 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,694 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:81.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$660,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairExcellentSatisfactoryGood669481.4
September 2015PoorSatisfactorySeriousFair681043.2
September 2013PoorSatisfactorySeriousFair645643.1
September 2011PoorSatisfactoryPoorFair60158.1
September 2009PoorSatisfactoryPoorFair60856.1
December 2008PoorSatisfactoryPoorFair64856.1
September 2007PoorSatisfactoryPoorFair64865.3
September 2005PoorSatisfactoryPoorFair62965.1
August 2004PoorSatisfactoryPoorFair62965.1
September 2003FairSatisfactoryFairFair1110978.0
October 2001FairSatisfactoryFairFair1081576.0
October 2000FairSatisfactoryFairFair1081578.0
September 1999FairSatisfactoryFairFair1060378.0
October 1997FairSatisfactoryFairFair1037578.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,0461,046000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.6,6236,623000
Superstructure
Steel Archlinear ft.344344000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.342342000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.111111000
Joints
Compression Jointlinear ft.7676000
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.349349000