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SR 1004,PTRLM.CNTR over OVER OIL CREEK

Map

Coordinates:
+41.51681, -79.68275
41°31'01" N, 79°40'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1004,PTRLM.CNTR over OVER OIL CREEK
Structure number:000000000033770
Old structure number:601004001001960 (from 1992 edition)
Location:CORNPLANTER TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:117.1 ft. [35.7 m]
Total length:238.9 ft. [72.8 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1884
Year reconstructed:1984
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:76 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:42.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,517,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorFairSeriousFair7642.9
September 2015PoorFairSeriousFair13434.8
September 2013PoorFairSeriousFair9338.9
September 2011PoorFairSeriousFair14133.3
September 2009PoorFairSeriousFair14233.7
September 2008PoorFairSeriousFair14233.7
October 2007PoorFairPoorFair18442.8
September 2006PoorFairPoorFair18123.0
September 2005PoorFairPoorFair17823.0
September 2004PoorFairPoorFair17823.0
September 2003PoorFairPoorFair16223.1
October 2002PoorFairPoorFair15923.1
September 2001PoorFairPoorFair15723.1
September 2000PoorFairPoorFair15723.1
October 1999PoorFairPoorFair15717.0
October 1998PoorFairPoorFair20122.8
October 1997PoorFairPoorFair19722.9
October 1996PoorFairPoorFair19322.9
August 1995PoorFairPoorFair18923.6
September 1994PoorFairPoorFair18623.5
August 1993PoorFairPoorFair18421.2
July 1992PoorFairPoorFair18421.2
August 1991PoorSatisfactoryPoorFair17921.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,154578556200
Steel Protective Coatingsq. ft.21,50621,506000
Steel Trusslinear ft.46223122560
Steel Protective Coatingsq. ft.21,50621,506000
Steel Floor Beamlinear ft.20210210000
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Masonry Pier Walllinear ft.3903900
Masonry Abutmentlinear ft.119506900
Deck
Open Grid Decksq. ft.3,7401,8701,87000
Steel Protective Coatingsq. ft.21,50621,506000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.47023623400
Steel Protective Coatingsq. ft.21,50621,506000