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OHIO RIVER BL over FRENCH POINT CREEK

Map

Coordinates:
+40.60215, -80.23206
40°36'08" N, 80°13'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OHIO RIVER BL over FRENCH POINT CREEK
Structure number:000000000003538
Old structure number:040065005000000 (from 1992 edition)
Location:@ MERCHANT ST. EXTENTION
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:257.9 ft. [78.6 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,435 [as of 2018]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,933,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory1943578.0
March 2016FairSatisfactorySatisfactorySatisfactory1994379.0
March 2014FairSatisfactorySatisfactorySatisfactory2019177.0
March 2012FairSatisfactorySatisfactorySatisfactory1148182.7
March 2010FairSatisfactorySatisfactorySatisfactory1320879.0
September 2009PoorFairFairPoor1320847.0
March 2009PoorFairFairPoor1320847.0
March 2008PoorFairFairSerious2785830.0
April 2005PoorFairFairSerious2734529.8
April 2003PoorFairSatisfactorySerious2227429.8
April 2001PoorFairSatisfactorySerious1782129.8
April 1999PoorSatisfactorySatisfactoryPoor1747247.8
March 1997PoorSatisfactorySatisfactoryPoor1682647.8
March 1995PoorSatisfactorySatisfactoryPoor1843547.8
March 1993FairSatisfactorySatisfactoryFair2096863.8
April 1991FairSatisfactorySatisfactoryFair2017063.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7502,750000
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.18,17018,170000
Wearing Surfacessq. ft.16,50516,505000
Substructure
Reinforced Concrete Columneach1515000
Reinforced Concrete Abutmentlinear ft.171171000
Reinforced Concrete Pier Caplinear ft.212212000
Joints
Strip Seal Jointlinear ft.357357000
Bearings
Elastomeric Bearingeach1111000
Movable Bearingeach3333000
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach4444000
Steel Protective Coatingsq. ft.43,01343,013000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0311,031000