+37.22956, -87.47520
37°13'46" N, 87°28'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-41 over CSX RAILROAD
Structure number:054B00165N
Old structure number:054*0041*B0165 (from 1992 edition)
Location:.45 MI SOU. OF JCT KY 813
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:382.9 ft. [116.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,781 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:39.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,388,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201639.5FairFairSatisfactoryFairFO3781
May 201539.5FairFairSatisfactoryFairFO3781
May 201439.1FairFairSatisfactoryFairFO4512
May 201339.2FairFairSatisfactoryFairFO4378
May 201239.3FairFairSatisfactoryFairFO4130
May 201139.2FairFairSatisfactoryFairFO4370
May 201039.1FairFairSatisfactoryFairFO4680
May 200943.4FairFairSatisfactoryFairFO4530
July 200742.2FairFairSatisfactoryFairFO4810
May 200552.8FairFairSatisfactorySatisfactoryFO4728
May 200452.6FairFairSatisfactorySatisfactoryFO4421
May 200152.6FairFairSatisfactorySatisfactoryFO4421
May 200053.7FairSatisfactorySatisfactorySatisfactoryFO4421
May 199953.7FairSatisfactorySatisfactorySatisfactoryFO4421
May 199853.7FairSatisfactorySatisfactorySatisfactoryFO4421
May 199753.9FairSatisfactorySatisfactorySatisfactoryFO3624
May 199653.9FairSatisfactorySatisfactorySatisfactoryFO3624

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.415415000
Steel Protective Coatingsq. ft.11000
Reinforced Concrete Girder/Beamlinear ft.1,3861,34430120
Reinforced Concrete Decksq. ft.12,06011,45760300
Wearing Surfacessq. ft.9,19409,19400
Reinforced Concrete Columneach3202660
Reinforced Concrete Abutmentlinear ft.80602000
Reinforced Concrete Pier Caplinear ft.3061001001060
Pourable Jointlinear ft.23801000138
Compression Jointlinear ft.9400094
Movable Bearingeach55000
Steel Protective Coatingsq. ft.11000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.766076600