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WEST END BR over OHIO RIVER, CSX RR

Map

Coordinates:
+40.44492, -80.02772
40°26'42" N, 80°01'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST END BR over OHIO RIVER, CSX RR
Structure number:000000000000535
Old structure number:020019028001260 (from 1992 edition)
Location:WEST END BRIDGE
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:779.9 ft. [237.7 m]
Total length:1221.2 ft. [372.2 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1991
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:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,705 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:51.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201551.3FairGoodFairSatisfactoryFO37705
July 201348.8FairGoodFairSatisfactoryFO37705
May 201158.4FairGoodFairSatisfactoryFO12150
May 200957.5FairGoodFairSatisfactoryFO14571
July 200749.9FairGoodFairSatisfactoryFO34751
May 200552.7FairGoodFairSatisfactoryFO33859
December 200452.9FairGoodFairSatisfactoryFO33457
January 200450.3FairGoodFairSatisfactoryFO33192
May 200145.2FairGoodFairSatisfactoryFO32027
May 199946.2FairGoodFairSatisfactoryFO32027