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US42 over APP-CLAY WADE BAILEY

Map

Coordinates:
+39.09222, -84.51944
39°05'32" N, 84°31'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US42 over APP-CLAY WADE BAILEY
Structure number:3102246
Location:APP-OHIO RIVER BRIDGE
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:153.9 ft. [46.9 m]
Total length:1420.3 ft. [432.9 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:13
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,427 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:71.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201671.3FairGoodSatisfactoryGoodFO15427
September 201572.7FairGoodSatisfactoryGoodFO12600
October 201472.7FairGoodSatisfactoryGoodFO12600
March 201370.7FairGoodSatisfactoryGoodFO12600
July 201170.7GoodGoodGoodVery GoodFO12600
July 201070.9GoodGoodGoodVery GoodFO12200
September 200970.9GoodGoodGoodVery GoodFO12200
September 200870.9FairGoodSatisfactoryVery GoodFO12200
June 200770.9FairGoodSatisfactoryVery GoodFO12200
December 200670.9FairGoodSatisfactoryVery GoodFO12200
September 200570.7GoodGoodGoodVery GoodFO12750
October 200470.7GoodExcellentGoodGoodFO12750
December 200370.7FairSatisfactorySatisfactoryGoodFO12750
September 200270.7FairSatisfactorySatisfactoryGoodFO12750
April 200172.8FairGoodSatisfactoryGoodFO12750
September 200074.8GoodGoodGoodGoodFO12750
August 199974.8FairGoodSatisfactorySatisfactoryFO12750
November 199874.8GoodGoodGoodGoodFO12750
May 199774.8GoodGoodGoodGoodFO12750
April 199674.8FairGoodSatisfactorySatisfactoryFO12750
October 199476.3FairSatisfactorySatisfactorySatisfactoryFO9680
February 199476.3FairSatisfactorySatisfactorySatisfactoryFO9680
November 199176.3GoodGoodGoodGoodFO9680
November 199076.3GoodGoodGoodGoodFO9680