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

Map

Coordinates:
+40.74105, -80.31980
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 RIV
Structure number:000000000003450
Old structure number:040018061100000 (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:134.8 ft. [41.1 m]
Total length:1310.1 ft. [399.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1987
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:5,105 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
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:95.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$624,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory510595.5
May 2017FairSatisfactorySatisfactorySatisfactory510595.5
May 2015FairSatisfactorySatisfactorySatisfactory482697.8
May 2013FairGoodSatisfactoryGood482693.8
June 2011FairGoodSatisfactoryGood452768.0
June 2009FairGoodSatisfactoryGood442868.9
June 2007FairGoodSatisfactoryGood529368.8
June 2005FairGoodSatisfactoryGood515696.5
June 2003FairGoodSatisfactoryGood990796.0
June 2001FairGoodSatisfactoryGood955968.6
June 1999FairGoodSatisfactoryGood955968.6
June 1997FairGoodSatisfactoryGood582669.1
June 1995FairGoodSatisfactoryGood1177868.6
June 1993FairGoodSatisfactoryGood1133181.9
August 1991FairGoodFairGood1096671.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,1302,58055000
Steel Protective Coatingsq. ft.130,72260,20268,6001,525395
Prestressed Concrete Girder/Beamlinear ft.4,1314,125600
Deck
Reinforced Concrete Decksq. ft.55,35615,65639,70000
Superstructure
Steel Floor Beamlinear ft.58134500
Steel Protective Coatingsq. ft.1,612107550550405
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Pier Walllinear ft.1741472340
Reinforced Concrete Abutmentlinear ft.9896200
Reinforced Concrete Pier Caplinear ft.3502974760
Joints
Compression Jointlinear ft.24627180381
Assembly without Seal Jointlinear ft.824119220
Other Jointlinear ft.41265100
Bearings
Elastomeric Bearingeach7474000
Movable Bearingeach3728900
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach11000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6881,844754900