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SR3006 over CATFISH RUN

Map

Coordinates:
+41.00675, -79.58770
41°00'24" N, 79°35'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR3006 over CATFISH RUN
Structure number:000000000011066
Old structure number:163006001033170 (from 1992 edition)
Location:CATFISH RUN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.9 ft. [15.5 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1901
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:57 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:62.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$376,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorFairSatisfactory5762.3
October 2015PoorPoorFairSatisfactory5762.2
July 2014PoorPoorFairSatisfactory5762.2
May 2012PoorPoorFairSatisfactory7861.9
November 2010FairFairFairSatisfactory7863.9
August 2009FairFairFairSatisfactory7863.9
August 2008FairFairFairSatisfactory7863.9
August 2007FairFairFairSatisfactory5170.0
November 2006FairFairFairSatisfactory5171.0
August 2005FairFairFairSatisfactory5071.0
August 2004FairSatisfactoryFairSatisfactory4972.0
July 2003FairSatisfactoryFairSatisfactory4972.0
August 2002FairSatisfactoryFairSatisfactory8372.0
July 2001FairFairFairSatisfactory8371.0
August 2000FairFairFairSatisfactory8367.0
October 1999FairFairSatisfactorySatisfactory8178.0
September 1998FairFairSatisfactorySatisfactory7978.0
September 1997FairFairSatisfactorySatisfactory7778.0
October 1996FairFairFairSatisfactory7567.0
October 1995FairFairFairSatisfactory7567.0
September 1994FairFairFairSatisfactory9768.0
September 1993FairSatisfactoryFairGood9670.0
September 1992FairSatisfactoryFairGood9670.0
September 1991FairSatisfactoryFairGood9370.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.102102000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.753745800
Superstructure
Steel Floor Beamlinear ft.340340000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.146146000
Joints
Assembly without Seal Jointlinear ft.2828000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.109109000
Steel Protective Coatingsq. ft.10,75310,753000