SR 2067 over NS R/R, MON, CITY ST


+40.02229, -79.88974
40°01'20" N, 79°53'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2067 over NS R/R, MON, CITY ST
Structure number:000000000035024
Old structure number:622067001000000 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:520.0 ft. [158.5 m]
Total length:944.9 ft. [288.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance above deck:20.0 ft. [6.1 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:State Highway Agency [01]
Year built:1913
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,471 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,361,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairGoodFairGood247162.1
May 2014FairGoodFairGood252258.0
May 2012FairGoodFairGood272057.9
May 2010FairGoodFairGood274956.9
August 2009FairGoodFairGood274957.9
May 2008FairGoodFairGood275857.9
April 2006FairGoodFairGood498032.0
April 2004FairGoodFairGood486731.8
April 2002FairGoodFairGood474331.9
April 2000FairGoodFairGood362632.9
April 1998FairGoodFairGood356233.0
October 1997FairVery GoodFairGood343033.1
October 1995FairVery GoodFairGood437632.4
October 1994FairVery GoodFairGood429959.3
October 1993FairVery GoodFairGood422359.3
November 1991PoorVery GoodPoorSatisfactory409847.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4201601601000
Steel Protective Coatingsq. ft.21,50621,506000
Steel Stringerlinear ft.5,8855,73814700
Steel Protective Coatingsq. ft.75,27275,272000
Reinforced Concrete Decksq. ft.24,38924,389000
Steel Trusslinear ft.1,04001,04000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.7487212700
Steel Protective Coatingsq. ft.64,51964,519000
Steel Columneach81070
Steel Protective Coatingsq. ft.43,01343,013000
Reinforced Concrete Pier Walllinear ft.8274800
Masonry Pier Walllinear ft.4444000
Reinforced Concrete Abutmentlinear ft.8989000
Reinforced Concrete Pier Caplinear ft.4444000
Compression Jointlinear ft.101010100
Other Jointlinear ft.6767000
Movable Bearingeach86200
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.43,01343,013000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8931,8712200