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7TH AVE (SR 0018) over NSRC, CSX, BEAVER RIVER

Map

Coordinates:
+40.74112, -80.31974
40°44'28" N, 80°19'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:7TH AVE (SR 0018) over NSRC, CSX, BEAVER RIVER
Structure number:000000000003449
Old structure number:040018061000000 (from 1992 edition)
Location:0.2 MI NW OF 5TH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:1310.1 ft. [399.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,313 [as of 2017]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:77.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$729,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairFair531377.7
May 2017FairSatisfactoryFairFair531378.7
May 2015FairSatisfactoryFairSatisfactory502765.4
May 2013FairSatisfactoryFairGood502765.4
June 2011FairSatisfactorySatisfactoryGood489777.0
June 2009FairSatisfactorySatisfactoryGood443777.2
June 2007FairSatisfactorySatisfactoryGood572673.4
June 2005FairSatisfactorySatisfactoryGood557973.3
June 2003FairSatisfactorySatisfactoryGood634472.9
June 2001FairSatisfactorySatisfactoryGood612172.0
June 1999FairGoodSatisfactoryGood612172.0
June 1997FairGoodSatisfactoryGood664572.8
June 1995FairGoodSatisfactoryGood1146568.0
June 1993FairGoodSatisfactoryGood1102968.3
June 1991FairGoodSatisfactoryGood1067468.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,0043,004000
Steel Protective Coatingsq. ft.53,76653,766000
Prestressed Concrete Girder/Beamlinear ft.3,3673,3470200
Deck
Reinforced Concrete Decksq. ft.45,51845,518000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Pier Walllinear ft.174174000
Reinforced Concrete Abutmentlinear ft.9292000
Reinforced Concrete Pier Caplinear ft.330330000
Joints
Compression Jointlinear ft.210021000
Assembly without Seal Jointlinear ft.7070000
Other Jointlinear ft.3535000
Bearings
Elastomeric Bearingeach6060000
Movable Bearingeach3535000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,4062,406000