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SR0080 EB&WB over DEER CREEK & T-411

Map

Coordinates:
+41.19659, -79.46188
41°11'48" N, 79°27'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR0080 EB&WB over DEER CREEK & T-411
Structure number:000000000010948
Old structure number:160080058015950 (from 1992 edition)
Location:DEER CREEK
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:280.9 ft. [85.6 m]
Total length:1042.0 ft. [317.6 m]
Roadway width between curbs:61.7 ft. [18.8 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2013
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,708 [as of 2018]
Truck traffic:45% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,594,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairSatisfactory2470874.0
November 2016FairGoodSatisfactorySatisfactory2455985.3
November 2014FairGoodGoodSatisfactory2493185.1
November 2012FairGoodGoodFair1211583.1
August 2011FairSatisfactoryFairFair1211583.1
August 2010FairSatisfactoryFairFair1408182.5
July 2009FairSatisfactoryFairFair1238983.0
July 2007FairSatisfactorySatisfactoryFair2858875.5
July 2006FairSatisfactorySatisfactoryFair2635276.3
September 2005FairSatisfactorySatisfactoryFair2666976.2
August 2004FairSatisfactorySatisfactoryFair2459977.9
August 2003FairSatisfactorySatisfactoryFair2388277.2
October 2002FairSatisfactorySatisfactoryFair2318778.4
June 2001FairSatisfactorySatisfactoryFair2264178.6
June 2000FairSatisfactoryGoodSatisfactory2252890.6
July 1999FairSatisfactorySatisfactorySatisfactory2187290.8
November 1998FairSatisfactorySatisfactorySatisfactory2133990.9
June 1997FairSatisfactoryGoodSatisfactory2081891.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,5003,75007500
Steel Protective Coatingsq. ft.39,97239,9580122
Steel Stringerlinear ft.7,9337,933000
Steel Protective Coatingsq. ft.43,17843,178000
Deck
Reinforced Concrete Decksq. ft.70,79770,797000
Wearing Surfacessq. ft.64,05464,054000
Superstructure
Steel Trusslinear ft.1,3231,07112510
Steel Protective Coatingsq. ft.91,84891,848000
Steel Floor Beamlinear ft.1,9221,76741510
Steel Protective Coatingsq. ft.30,31730,317000
Steel Gusset Plateeach116730430
Steel Protective Coatingsq. ft.5,5045,504000
Substructure
Reinforced Concrete Columneach1411120
Reinforced Concrete Pier Walllinear ft.4848000
Reinforced Concrete Abutmentlinear ft.156156000
Reinforced Concrete Pier Caplinear ft.34030818140
Joints
Strip Seal Jointlinear ft.122122000
Compression Jointlinear ft.370037000
Assembly without Seal Jointlinear ft.122122000
Bearings
Elastomeric Bearingeach6060000
Movable Bearingeach66000
Steel Protective Coatingsq. ft.149149000
Fixed Bearingeach2626000
Steel Protective Coatingsq. ft.224224000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,1512,0512,076240