+37.18899, -87.44289
37°11'20" N, 87°26'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB-9004 over P&L RR-PLEASANT RUN RD
Structure number:054B00099R
Old structure number:054*9004*B0099P (from 1992 edition)
Location:NBL .1 MI S OF US 62 NTR
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:55.1 ft. [16.8 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:State Highway Agency [01]
Year built:1963
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,114 [as of 2014]
Truck traffic:30% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,237,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201593.7FairGoodSatisfactoryGood-6114
April 201393.7FairGoodSatisfactoryGood-5774
April 201193.7FairGoodSatisfactoryGood-5850
April 200990.8GoodGoodGoodGood-4980
August 200778.8GoodGoodGoodGood-10500
May 200578.7FairSatisfactorySatisfactorySatisfactory-11452
May 200376.5FairGoodSatisfactorySatisfactoryFO12479
May 200174.5FairGoodSatisfactorySatisfactoryFO12479
May 199977.5FairGoodSatisfactorySatisfactoryFO12479
May 199777.4FairGoodSatisfactorySatisfactoryFO13654
May 199578.2FairGoodSatisfactorySatisfactoryFO7812
May 199378.2FairGoodGoodSatisfactoryFO7812
May 199175.2GoodVery GoodVery GoodGoodFO7812

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.1,6501,6272030
Reinforced Concrete Top Flangesq. ft.10,44710,447000
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.7207200
Reinforced Concrete Pier Caplinear ft.1281131500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.550550000