EB-9004 over KENTUCKY 70


+37.32675, -87.47689
37°19'36" N, 87°28'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB-9004 over KENTUCKY 70
Structure number:054B00100R
Old structure number:054*9004*B0100P (from 1992 edition)
Location:NBL 1.9 MI S-KY 281 NTRCH
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.9 ft. [13.7 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:11,829 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:92.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$888,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201592.4FairGoodGoodSatisfactory-11829
May 201392.3FairGoodGoodSatisfactory-13252
May 201192.4FairGoodGoodSatisfactory-11350
May 200992.3FairGoodGoodSatisfactory-13800
July 200790.3FairGoodGoodSatisfactory-26400
May 200591.2GoodVery GoodGoodGood-17542
May 200378.2GoodVery GoodGoodGoodFO23050
May 200176.2GoodVery GoodGoodGoodFO23050
May 199976.2GoodVery GoodGoodGoodFO23050
May 199773.6FairGoodSatisfactoryGoodFO20023
May 199574.9FairGoodSatisfactoryGoodFO11459
May 199374.9GoodVery GoodGoodGoodFO11459
May 199174.9GoodVery GoodGoodGoodFO11459

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.1,1521,152000
Reinforced Concrete Top Flangesq. ft.7,1157,115000
Wearing Surfacessq. ft.6,5266,526000
Reinforced Concrete Columneach64200
Reinforced Concrete Abutmentlinear ft.113387500
Reinforced Concrete Pier Caplinear ft.93811200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.410410000