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OHIO RIVER BL over FREMONT ST.ABANDONED

Map

Coordinates:
+40.48948, -80.05857
40°29'22" N, 80°03'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OHIO RIVER BL over FREMONT ST.ABANDONED
Structure number:000000000000833
Old structure number:020065005000000 (from 1992 edition)
Location:.5 MI. SE OF SR 4012
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:180.1 ft. [54.9 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:82.0 ft. [25.0 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,016 [as of 2016]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:51.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$683,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryFairFair2401651.0
November 2015FairSatisfactoryFairFair2401651.0
November 2013FairSatisfactoryFairFair1478951.0
November 2011FairSatisfactoryFairFair945954.6
November 2009FairSatisfactoryFairFair956154.5
November 2007FairSatisfactoryFairFair2208750.1
November 2005FairSatisfactoryFairFair2162749.9
November 2003FairSatisfactoryFairFair2120155.0
November 2001FairSatisfactoryFairFair2082755.0
June 1999FairSatisfactoryFairSatisfactory2352453.0
June 1997FairSatisfactorySatisfactorySatisfactory2405964.0
July 1995FairSatisfactorySatisfactorySatisfactory3243466.0
July 1993FairSatisfactorySatisfactorySatisfactory3142266.0
August 1991FairSatisfactorySatisfactorySatisfactory3004862.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5405100300
Deck
Reinforced Concrete Decksq. ft.14,400014,40000
Superstructure
Reinforced Concrete Archlinear ft.360214211250
Reinforced Concrete Floor Beamlinear ft.1,1971,1351610
Substructure
Reinforced Concrete Columneach122190
Reinforced Concrete Abutmentlinear ft.40032039410
Joints
Strip Seal Jointlinear ft.255255000
Bearings
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.600600000
Deck
Other Material Decksq. ft.14,400014,40000