Northbound on Ramp over PENNYRILE PARKWAY


+37.14861, -87.46497
37°08'55" N, 87°27'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Northbound on Ramp over PENNYRILE PARKWAY
Structure number:054B00015N
Old structure number:054*9004*B0015 (from 1992 edition)
Location:.2 MI NE OF JCT US 41A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:158.1 ft. [48.2 m]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1968
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,921 [as of 2013]
Truck traffic:34% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:109.8 tons [99.8 metric tons]
Sufficiency rating:96.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$995,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201596.1FairSatisfactoryGoodSatisfactory-9921
April 201396.1FairSatisfactoryGoodSatisfactory-9921
April 201176.1FairSatisfactoryGoodSatisfactory-10500
April 200976.2FairSatisfactoryGoodSatisfactory-9430
August 200756.7FairGoodVery GoodSatisfactoryFO9710
May 200578.2FairGoodVery GoodSatisfactory-1598
May 200368.4FairGoodVery GoodSatisfactoryFO3548
May 200168.4FairGoodVery GoodSatisfactoryFO3548
May 199968.4FairGoodVery GoodSatisfactoryFO3548
May 199768.4FairGoodVery GoodSatisfactoryFO3548
May 199575.7FairGoodVery GoodSatisfactoryFO3548
May 199375.7FairGoodVery GoodSatisfactoryFO3548
May 199174.7FairGoodVery GoodSatisfactoryFO3548

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Closed Web/Box Girderlinear ft.295293200
Reinforced Concrete Decksq. ft.8,4538,453000
Wearing Surfacessq. ft.7,0696,71635300
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.80206000
Assembly with Sealeach8008000
Movable Bearingeach80800
Steel Protective Coatingsq. ft.11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5905553500