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FLEMING PARK BR over OHIO RIVER BC & CSXT RR

Map

Coordinates:
+40.49140, -80.07990
40°29'29" N, 80°04'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FLEMING PARK BR over OHIO RIVER BC & CSXT RR
Structure number:000000000002168
Old structure number:027110623024940 (from 1992 edition)
Location:OB04 FLEMING PARK BRDG
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:360.9 ft. [110.0 m]
Total length:807.1 ft. [246.0 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year built:1955
Year reconstructed:1985
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:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,888 [as of 2005]
Truck traffic:30% of total traffic
Deck condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:46.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,103,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairFair588846.4
October 2015FairFairFairFair588846.4
October 2013PoorFairFairPoor588826.0
October 2011FairSatisfactorySatisfactorySatisfactory588854.1
October 2009FairSatisfactorySatisfactorySatisfactory588854.7
October 2007FairSatisfactorySatisfactorySatisfactory588853.7
October 2005FairSatisfactorySatisfactorySatisfactory588858.0
November 2003FairSatisfactorySatisfactorySatisfactory588858.0
September 2001FairSatisfactoryGoodSatisfactory588860.2
October 1999FairSatisfactoryGoodSatisfactory588860.2
October 1997FairGoodGoodSatisfactory588865.0
November 1995FairGoodGoodSatisfactory588867.2
November 1993FairGoodGoodSatisfactory588867.2
October 1991FairGoodGoodSatisfactory588867.2