Bridge Statistics for Bowling Green, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 92Number of bridges
- 1,444ft / 440mTotal length
- $15,077,000Total costs
- 1,531,441Total average daily traffic
- 340,327Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bowling Green
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 31960-1969
- 261970-1979
- 41980-1989
- 41990-1999
- 202000-2009
- 272010-2019
- Bridge Condition - Deck
- 1.8%Very good
- 29.1%Good
- 50.9%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 12.7%Very good
- 32.7%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 5.5%Very good
- 41.8%Good
- 40.0%Satisfactory
- 12.7%Fair
- Bridge Condition - Channel
- 11.5%Very good
- 30.8%Good
- 50.0%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 25.0%Fair
- 25.0%Poor
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Structure Number: 114B00100N, Location: 1 M W OF US-231 (Lat: 36.907222, Lng: -86.418056), Route carried "on" structure: State highway 622, Year Built: 2011, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 7,134 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,634 (year 2039), Design Load: HS 25 or greater, Features Intersected: I-165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.735, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 45.3m (148.6ft), Out-to-Out Width: 46.8m (153.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00100N, Location: 1 M W OF US-231 (Lat: 36.907222, Lng: -86.418056), Route carried "on" structure: State highway 622, Year Built: 2011, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 7,134 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,634 (year 2039), Design Load: HS 25 or greater, Features Intersected: I-165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.735, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 45.3m (148.6ft), Out-to-Out Width: 46.8m (153.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00101N, Location: .8 M S OF I-165 (Lat: 36.931389, Lng: -86.492500), Route carried "on" structure: US 31, Year Built: 2012, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 27,335 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 25,421 (year 2039), Design Load: Greater than HL93, Features Intersected: CSX RAILRAOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.843, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00101N, Location: .8 M S OF I-165 (Lat: 36.931389, Lng: -86.492500), Route carried "on" structure: US 31, Year Built: 2012, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 27,335 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 25,421 (year 2039), Design Load: Greater than HL93, Features Intersected: CSX RAILRAOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.843, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00102N, Location: 9.1 M N OF COUNTY LINE (Lat: 36.934722, Lng: -86.418056), Route carried "on" structure: US 231, Year Built: 2012, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 21,917 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,601 (year 2040), Features Intersected: INTERSTATE 65
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 14.574, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 67.5m (221.5ft), Out-to-Out Width: 68.4m (224.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 93.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00102N, Location: 9.1 M N OF COUNTY LINE (Lat: 36.934722, Lng: -86.418056), Route carried "on" structure: US 231, Year Built: 2012, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 21,917 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,601 (year 2040), Features Intersected: INTERSTATE 65
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 14.574, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 67.5m (221.5ft), Out-to-Out Width: 68.4m (224.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 93.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00103N, Location: 0.4 Mi West of Jnt Ky807 (Lat: 37.020450, Lng: -86.321539), Route carried "on" structure: County highway 1019, Year Built: 2017, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 101 (year 2020), Average Future Daily Traffic: 2,037 (year 2037), Design Load: Greater than HL93, Features Intersected: Ky 3145, Facility Carried by Structure: Kelly Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.459, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00103N, Location: 0.4 Mi West of Jnt Ky807 (Lat: 37.020450, Lng: -86.321539), Route carried "on" structure: County highway 1019, Year Built: 2017, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 101 (year 2020), Average Future Daily Traffic: 2,037 (year 2037), Design Load: Greater than HL93, Features Intersected: Ky 3145, Facility Carried by Structure: Kelly Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.459, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00104L, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011667, Lng: -86.326944), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00104L, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011667, Lng: -86.326944), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00104R, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011711, Lng: -86.326581), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00104R, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011711, Lng: -86.326581), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00105L, Location: 0.3 MI S of JCT US-68 (Lat: 37.028042, Lng: -86.314694), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00105L, Location: 0.3 MI S of JCT US-68 (Lat: 37.028042, Lng: -86.314694), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00105R, Location: 0.3 MI S of JCT US-68 (Lat: 37.028056, Lng: -86.314167), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.2m (128.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00105R, Location: 0.3 MI S of JCT US-68 (Lat: 37.028056, Lng: -86.314167), Route carried "on" structure: State highway 3145, Year Built: 2017, Status: Open, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 4,268 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 3,755 (year 2039), Design Load: Greater than HL93, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.2m (128.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00106N, Location: .7 Mi East of Jnct I65 (Lat: 36.973022, Lng: -86.382156), Route carried "on" structure: State highway 234, Year Built: 2017, Status: Open, Structure Length: 10.16m (33.33ft), Average Daily Traffic: 5,359 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,715 (year 2039), Design Load: Greater than HL93, Features Intersected: Drakes Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00106N, Location: .7 Mi East of Jnct I65 (Lat: 36.973022, Lng: -86.382156), Route carried "on" structure: State highway 234, Year Built: 2017, Status: Open, Structure Length: 10.16m (33.33ft), Average Daily Traffic: 5,359 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,715 (year 2039), Design Load: Greater than HL93, Features Intersected: Drakes Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00107N, Location: 1.09 M S of US-31E (Lat: 37.033239, Lng: -86.311900), Route carried "on" structure: State highway 3145, Year Built: 2015, Status: Open, Structure Length: 15.03m (49.31ft), Average Daily Traffic: 8,535 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 7,510 (year 2039), Design Load: Greater than HL93, Features Intersected: US-68/Ky80/CSX RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00107N, Location: 1.09 M S of US-31E (Lat: 37.033239, Lng: -86.311900), Route carried "on" structure: State highway 3145, Year Built: 2015, Status: Open, Structure Length: 15.03m (49.31ft), Average Daily Traffic: 8,535 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 7,510 (year 2039), Design Load: Greater than HL93, Features Intersected: US-68/Ky80/CSX RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00108N, Location: 0.97 MI S of US-31W (Lat: 37.035733, Lng: -86.311492), Route carried "on" structure: State highway 3145, Year Built: 2016, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 8,535 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 7,510 (year 2039), Design Load: Greater than HL93, Features Intersected: Commonwealth Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 71.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00108N, Location: 0.97 MI S of US-31W (Lat: 37.035733, Lng: -86.311492), Route carried "on" structure: State highway 3145, Year Built: 2016, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 8,535 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 7,510 (year 2039), Design Load: Greater than HL93, Features Intersected: Commonwealth Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 71.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00109N, Location: 0.1 MI W OF JCT US 231 (Lat: 36.996389, Lng: -86.539444), Route carried "on" structure: State highway 2632, Year Built: 2019, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 1,453 (year 2019), Average Future Daily Traffic: 1,278 (year 2039), Design Load: Greater than HL93, Features Intersected: Salt Lick Creek, Facility Carried by Structure: Hammet Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.987, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114B00109N, Location: 0.1 MI W OF JCT US 231 (Lat: 36.996389, Lng: -86.539444), Route carried "on" structure: State highway 2632, Year Built: 2019, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 1,453 (year 2019), Average Future Daily Traffic: 1,278 (year 2039), Design Load: Greater than HL93, Features Intersected: Salt Lick Creek, Facility Carried by Structure: Hammet Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.987, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114C00001N, Location: .7 MI S OF JCT CR 5030 (Lat: 37.011667, Lng: -86.140000), Route carried "on" structure: County highway 1032, Year Built: 1975, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 164 (year 2016), Average Future Daily Traffic: 142 (year 2036), Design Load: HS 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: PONDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 114C00001N, Location: .7 MI S OF JCT CR 5030 (Lat: 37.011667, Lng: -86.140000), Route carried "on" structure: County highway 1032, Year Built: 1975, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 164 (year 2016), Average Future Daily Traffic: 142 (year 2036), Design Load: HS 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: PONDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 114C00011N, Location: 0.2 MI W OF JCT KY 185 (Lat: 37.020833, Lng: -86.447500), Route carried "on" structure: County highway 1350, Year Built: 1920, Status: Closed, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 79 (year 2016), Average Future Daily Traffic: 68 (year 2036), Features Intersected: BARREN RIVER, Facility Carried by Structure: OLD RICHARDSVILLE
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.420, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $1,003,000, Total Project Cost: $1,002,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 114C00011N, Location: 0.2 MI W OF JCT KY 185 (Lat: 37.020833, Lng: -86.447500), Route carried "on" structure: County highway 1350, Year Built: 1920, Status: Closed, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 79 (year 2016), Average Future Daily Traffic: 68 (year 2036), Features Intersected: BARREN RIVER, Facility Carried by Structure: OLD RICHARDSVILLE
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.420, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $1,003,000, Total Project Cost: $1,002,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 114C00012N, Location: 1.6 MI W OF JCT KY 185 (Lat: 37.075000, Lng: -86.457778), Route carried "on" structure: County highway 1356, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 192 (year 2016), Average Future Daily Traffic: 167 (year 2036), Features Intersected: TRIB OF RAYS BR., Facility Carried by Structure: NORTH CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 91.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $57,000, Total Project Cost: $56,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 114C00012N, Location: 1.6 MI W OF JCT KY 185 (Lat: 37.075000, Lng: -86.457778), Route carried "on" structure: County highway 1356, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 192 (year 2016), Average Future Daily Traffic: 167 (year 2036), Features Intersected: TRIB OF RAYS BR., Facility Carried by Structure: NORTH CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 91.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $57,000, Total Project Cost: $56,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 114C00029N, Location: .2 MI WEST JCT CR 1356 (Lat: 37.060000, Lng: -86.446389), Route carried "on" structure: County highway 1474, Year Built: 1994, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 48 (year 2016), Average Future Daily Traffic: 41 (year 2036), Design Load: HS 25 or greater, Features Intersected: RAYS BRANCH, Facility Carried by Structure: APPLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.269, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 114C00029N, Location: .2 MI WEST JCT CR 1356 (Lat: 37.060000, Lng: -86.446389), Route carried "on" structure: County highway 1474, Year Built: 1994, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 48 (year 2016), Average Future Daily Traffic: 41 (year 2036), Design Load: HS 25 or greater, Features Intersected: RAYS BRANCH, Facility Carried by Structure: APPLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.269, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 114C00031N, Location: 1.0 MI W. JCT US 231 (Lat: 36.870556, Lng: -86.368333), Route carried "on" structure: County highway 1187, Year Built: 1998, Status: Open, Structure Length: 5.81m (19.06ft), Average Daily Traffic: 256 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: TRAMMEL CREEK, Facility Carried by Structure: MOUNT LEBANON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 114C00031N, Location: 1.0 MI W. JCT US 231 (Lat: 36.870556, Lng: -86.368333), Route carried "on" structure: County highway 1187, Year Built: 1998, Status: Open, Structure Length: 5.81m (19.06ft), Average Daily Traffic: 256 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: TRAMMEL CREEK, Facility Carried by Structure: MOUNT LEBANON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 114C00032N, Location: 0.2 MI EAST OF JCT US 231 (Lat: 36.904722, Lng: -86.388611), Route carried "on" structure: City street 2162, Year Built: 2004, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 168 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 205 (year 2026), Design Load: HS 25 or greater, Features Intersected: DRAKES CREEK, Facility Carried by Structure: OLDE STONE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 114C00032N, Location: 0.2 MI EAST OF JCT US 231 (Lat: 36.904722, Lng: -86.388611), Route carried "on" structure: City street 2162, Year Built: 2004, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 168 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 205 (year 2026), Design Load: HS 25 or greater, Features Intersected: DRAKES CREEK, Facility Carried by Structure: OLDE STONE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 114B00034N, Location: WB OVER US 31W NTRCHNGE (Lat: 37.010556, Lng: -86.381667), Route carried "under" structure: US 31, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 20,414 (year 2019), Truck Traffic: 9%, Features Intersected: US 31-W, Facility Carried by Structure: KY-446-10 NC Y
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 28.297, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 114B00034N, Location: WB OVER US 31W NTRCHNGE (Lat: 37.010556, Lng: -86.381667), Route carried "under" structure: US 31, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 20,414 (year 2019), Truck Traffic: 9%, Features Intersected: US 31-W, Facility Carried by Structure: KY-446-10 NC Y
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 28.297, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 114B00050N, Location: 2 MI S OF JCT US 231 (Lat: 36.914167, Lng: -86.440000), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2020), Truck Traffic: 29%, Features Intersected: I-165, Facility Carried by Structure: THREE SPRINGS ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.824, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 114B00050N, Location: 2 MI S OF JCT US 231 (Lat: 36.914167, Lng: -86.440000), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2020), Truck Traffic: 29%, Features Intersected: I-165, Facility Carried by Structure: THREE SPRINGS ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 0.824, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 114B00051L, Location: SBL OVER US 31W NTRCHNGE (Lat: 36.942222, Lng: -86.482500), Route carried "under" structure: US 31, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 22,744 (year 2020), Truck Traffic: 9%, Features Intersected: US 31-W, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 14.428, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 114B00051L, Location: SBL OVER US 31W NTRCHNGE (Lat: 36.942222, Lng: -86.482500), Route carried "under" structure: US 31, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 22,744 (year 2020), Truck Traffic: 9%, Features Intersected: US 31-W, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 14.428, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 114B00051R, Location: NBL I-165 OVER US 31W (Lat: 36.942222, Lng: -86.482222), Route carried "under" structure: US 31, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 22,744 (year 2020), Truck Traffic: 9%, Features Intersected: US 31-W, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 14.447, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 114B00051R, Location: NBL I-165 OVER US 31W (Lat: 36.942222, Lng: -86.482222), Route carried "under" structure: US 31, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 22,744 (year 2020), Truck Traffic: 9%, Features Intersected: US 31-W, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 14.447, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 114B00053L, Location: SBL OVER US 68 INTERCHANG (Lat: 36.957222, Lng: -86.497222), Route carried "under" structure: US 68, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2019), Truck Traffic: 7%, Features Intersected: US 68, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 13.094, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 114B00053L, Location: SBL OVER US 68 INTERCHANG (Lat: 36.957222, Lng: -86.497222), Route carried "under" structure: US 68, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2019), Truck Traffic: 7%, Features Intersected: US 68, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 13.094, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 114B00053R, Location: NBL OVER US 68 INTERCHANG (Lat: 36.957500, Lng: -86.496944), Route carried "under" structure: US 68, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2019), Truck Traffic: 7%, Features Intersected: US 68, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 13.115, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 114B00053R, Location: NBL OVER US 68 INTERCHANG (Lat: 36.957500, Lng: -86.496944), Route carried "under" structure: US 68, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2019), Truck Traffic: 7%, Features Intersected: US 68, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 13.115, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 114B00055N, Location: I-165 (Lat: 36.992222, Lng: -86.504167), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 13,463 (year 2020), Truck Traffic: 26%, Features Intersected: W.H. NATCHER PARKWAY, Facility Carried by Structure: US-231
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 11.980, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 114B00055N, Location: I-165 (Lat: 36.992222, Lng: -86.504167), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 13,463 (year 2020), Truck Traffic: 26%, Features Intersected: W.H. NATCHER PARKWAY, Facility Carried by Structure: US-231
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 11.980, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 114B00057N, Location: .2 MI W OF JCT CR 5235 (Lat: 36.926389, Lng: -86.453333), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2020), Truck Traffic: 29%, Features Intersected: I-165, Facility Carried by Structure: ELROD RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.607, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 114B00057N, Location: .2 MI W OF JCT CR 5235 (Lat: 36.926389, Lng: -86.453333), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 24,750 (year 2020), Truck Traffic: 29%, Features Intersected: I-165, Facility Carried by Structure: ELROD RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.607, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 114B00058N, Location: .2 MI W OF JCT CR 5422 (Lat: 37.002222, Lng: -86.506667), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: GLENN LILY ROAD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 13.103, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 114B00058N, Location: .2 MI W OF JCT CR 5422 (Lat: 37.002222, Lng: -86.506667), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: GLENN LILY ROAD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 13.103, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 114B00059N, Location: 1 MI N OF JCT KY 3191 (Lat: 37.019167, Lng: -86.524167), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: GLENN LILY ROAD
Minimum Vertical Clearance: 22.56m (74.02ft), Kilometerpoint: 15.599, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 114B00059N, Location: 1 MI N OF JCT KY 3191 (Lat: 37.019167, Lng: -86.524167), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: GLENN LILY ROAD
Minimum Vertical Clearance: 22.56m (74.02ft), Kilometerpoint: 15.599, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 34.0m (111.5ft)
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Structure Number: 114B00060N, Location: .4 MI W OF JCT KY 2665 (Lat: 37.026944, Lng: -86.534722), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: PRICES CHAPEL RD
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 16.874, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 114B00060N, Location: .4 MI W OF JCT KY 2665 (Lat: 37.026944, Lng: -86.534722), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: PRICES CHAPEL RD
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 16.874, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 114B00083N, Location: 2.4 MI E OF 31W BYPASS (Lat: 36.977778, Lng: -86.390833), Route carried "under" structure: Interstate 65, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 60,640 (year 2020), Truck Traffic: 26%, Features Intersected: I-65, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 41.389, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 114B00083N, Location: 2.4 MI E OF 31W BYPASS (Lat: 36.977778, Lng: -86.390833), Route carried "under" structure: Interstate 65, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 60,640 (year 2020), Truck Traffic: 26%, Features Intersected: I-65, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 41.389, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 114B00086N, Location: 13.56 MI N OF 107/114 CL (Lat: 36.998056, Lng: -86.377500), Route carried "under" structure: State highway 1402, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 3,671 (year 2018), Truck Traffic: 10%, Features Intersected: KY 1402, Facility Carried by Structure: I-65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.839, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 114B00086N, Location: 13.56 MI N OF 107/114 CL (Lat: 36.998056, Lng: -86.377500), Route carried "under" structure: State highway 1402, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 3,671 (year 2018), Truck Traffic: 10%, Features Intersected: KY 1402, Facility Carried by Structure: I-65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.839, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 114B00087N, Location: 14.27 MI N OF 114/107 CL (Lat: 37.005833, Lng: -86.368611), Route carried "under" structure: State highway 446, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 13,399 (year 2020), Truck Traffic: 13%, Features Intersected: KY 446, Facility Carried by Structure: I-65
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 1.559, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 114B00087N, Location: 14.27 MI N OF 114/107 CL (Lat: 37.005833, Lng: -86.368611), Route carried "under" structure: State highway 446, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 13,399 (year 2020), Truck Traffic: 13%, Features Intersected: KY 446, Facility Carried by Structure: I-65
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 1.559, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 114B00088N, Location: 15.28 MI N OF107/114 CL (Lat: 37.009722, Lng: -86.351389), Route carried "under" structure: Interstate 65, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 53,719 (year 2020), Truck Traffic: 29%, Features Intersected: I-65, Facility Carried by Structure: BRISTOW RD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 46.726, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 114B00088N, Location: 15.28 MI N OF107/114 CL (Lat: 37.009722, Lng: -86.351389), Route carried "under" structure: Interstate 65, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 53,719 (year 2020), Truck Traffic: 29%, Features Intersected: I-65, Facility Carried by Structure: BRISTOW RD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 46.726, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 114B00089N, Location: 2 MI S JCT US 68 (Lat: 37.012500, Lng: -86.306944), Route carried "under" structure: Interstate 65, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 60,217 (year 2019), Truck Traffic: 27%, Features Intersected: I-65, Facility Carried by Structure: SUNNYSIDE-GOTTS RD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 50.683, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 114B00089N, Location: 2 MI S JCT US 68 (Lat: 37.012500, Lng: -86.306944), Route carried "under" structure: Interstate 65, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 60,217 (year 2019), Truck Traffic: 27%, Features Intersected: I-65, Facility Carried by Structure: SUNNYSIDE-GOTTS RD
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 50.683, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 114B00099L, Location: 2 M N OR JCT W/ US 231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: Interstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 44,332 (year 2020), Truck Traffic: 32%, Features Intersected: I-65
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 33.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 114B00099L, Location: 2 M N OR JCT W/ US 231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: Interstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 44,332 (year 2020), Truck Traffic: 32%, Features Intersected: I-65
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 33.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 114B00099L, Location: 2 M N OR JCT W/ US 231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 44,332 (year 2020), Truck Traffic: 32%, Features Intersected: I-65
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 33.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 114B00099L, Location: 2 M N OR JCT W/ US 231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 44,332 (year 2020), Truck Traffic: 32%, Features Intersected: I-65
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 33.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 114B00099L, Location: 2 M N OR JCT W/ US 231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 44,332 (year 2020), Truck Traffic: 32%, Features Intersected: I-65
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 33.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 114B00099L, Location: 2 M N OR JCT W/ US 231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 44,332 (year 2020), Truck Traffic: 32%, Features Intersected: I-65
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 33.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 114B00099R, Location: 1 M N OF JCT W/ US-231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: Interstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 54,512 (year 2020), Truck Traffic: 29%, Features Intersected: I-65
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 114B00099R, Location: 1 M N OF JCT W/ US-231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: Interstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 54,512 (year 2020), Truck Traffic: 29%, Features Intersected: I-65
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 114B00099R, Location: 1 M N OF JCT W/ US-231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 54,512 (year 2020), Truck Traffic: 29%, Features Intersected: I-65
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 114B00099R, Location: 1 M N OF JCT W/ US-231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 54,512 (year 2020), Truck Traffic: 29%, Features Intersected: I-65
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 114B00099R, Location: 1 M N OF JCT W/ US-231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 54,512 (year 2020), Truck Traffic: 29%, Features Intersected: I-65
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 114B00099R, Location: 1 M N OF JCT W/ US-231 (Lat: 36.910278, Lng: -86.432222), Route carried "under" structure: ServiceInterstate 65, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 54,512 (year 2020), Truck Traffic: 29%, Features Intersected: I-65
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 33.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 114B00100N, Location: 1 M W OF US-231 (Lat: 36.907222, Lng: -86.418056), Route carried "under" structure: State highway 9007, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 11,037 (year 2020), Truck Traffic: 19%, Features Intersected: I-165, Facility Carried by Structure: KY-0622
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 2.045, Lanes on structure: 2, Lanes under structure: 4, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 114B00100N, Location: 1 M W OF US-231 (Lat: 36.907222, Lng: -86.418056), Route carried "under" structure: State highway 9007, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 11,037 (year 2020), Truck Traffic: 19%, Features Intersected: I-165, Facility Carried by Structure: KY-0622
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 2.045, Lanes on structure: 2, Lanes under structure: 4, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 114B00102N, Location: 9.1 M N OF COUNTY LINE (Lat: 36.934722, Lng: -86.418056), Route carried "under" structure: Interstate 65, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 55,187 (year 2020), Truck Traffic: 29%, Features Intersected: INTERSTATE 65, Facility Carried by Structure: US-231
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 36.006, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
Structure Number: 114B00102N, Location: 9.1 M N OF COUNTY LINE (Lat: 36.934722, Lng: -86.418056), Route carried "under" structure: Interstate 65, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 55,187 (year 2020), Truck Traffic: 29%, Features Intersected: INTERSTATE 65, Facility Carried by Structure: US-231
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 36.006, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
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Structure Number: 114B00103N, Location: 0.4 Mi West of Jnt Ky807 (Lat: 37.020450, Lng: -86.321539), Route carried "under" structure: State highway 3145, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 8,535 (year 2019), Truck Traffic: 21%, Features Intersected: Ky 3145, Facility Carried by Structure: Kelly Rd
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 1.065, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.9m (104.7ft)
Structure Number: 114B00103N, Location: 0.4 Mi West of Jnt Ky807 (Lat: 37.020450, Lng: -86.321539), Route carried "under" structure: State highway 3145, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 8,535 (year 2019), Truck Traffic: 21%, Features Intersected: Ky 3145, Facility Carried by Structure: Kelly Rd
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 1.065, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.9m (104.7ft)
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Structure Number: 114B00104L, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011667, Lng: -86.326944), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 53,719 (year 2020), Truck Traffic: 29%, Features Intersected: I-65, Facility Carried by Structure: KY 3145
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 48.910, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 114B00104L, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011667, Lng: -86.326944), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 53,719 (year 2020), Truck Traffic: 29%, Features Intersected: I-65, Facility Carried by Structure: KY 3145
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 48.910, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 114B00104R, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011711, Lng: -86.326581), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 60,217 (year 2019), Truck Traffic: 27%, Features Intersected: I-65, Facility Carried by Structure: KY 3145
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 48.942, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 114B00104R, Location: 1.7 Mi S of Jnt US 68 (Lat: 37.011711, Lng: -86.326581), Route carried "under" structure: Interstate 65, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 60,217 (year 2019), Truck Traffic: 27%, Features Intersected: I-65, Facility Carried by Structure: KY 3145
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 48.942, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 114B00107N, Location: 1.09 M S of US-31E (Lat: 37.033239, Lng: -86.311900), Route carried "under" structure: US 68, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 6,270 (year 2019), Truck Traffic: 17%, Features Intersected: US-68/Ky80/CSX RR Spur, Facility Carried by Structure: Ky 3145
Minimum Vertical Clearance: 8.07m (26.48ft), Kilometerpoint: 26.741, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 114B00107N, Location: 1.09 M S of US-31E (Lat: 37.033239, Lng: -86.311900), Route carried "under" structure: US 68, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 6,270 (year 2019), Truck Traffic: 17%, Features Intersected: US-68/Ky80/CSX RR Spur, Facility Carried by Structure: Ky 3145
Minimum Vertical Clearance: 8.07m (26.48ft), Kilometerpoint: 26.741, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 114B00108N, Location: 0.97 MI S of US-31W (Lat: 37.035733, Lng: -86.311492), Route carried "under" structure: City street 2084, Year Built: 2016, Structure Length: 0. m, Features Intersected: Commonwealth Blvd., Facility Carried by Structure: KY 3145
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 1.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.1m (148.0ft)
Structure Number: 114B00108N, Location: 0.97 MI S of US-31W (Lat: 37.035733, Lng: -86.311492), Route carried "under" structure: City street 2084, Year Built: 2016, Structure Length: 0. m, Features Intersected: Commonwealth Blvd., Facility Carried by Structure: KY 3145
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 1.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.1m (148.0ft)
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Structure Number: 114R00600N, Location: .05 MI E OF W-JCT US 231 (Lat: 36.981667, Lng: -86.464444), Route carried "under" structure: Business US 68, Year Built: 1931, Structure Length: 0. m, Average Daily Traffic: 18,286 (year 2018), Truck Traffic: 11%, Features Intersected: CSX RR OVER U.S. 68/80
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 2.140, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 114R00600N, Location: .05 MI E OF W-JCT US 231 (Lat: 36.981667, Lng: -86.464444), Route carried "under" structure: Business US 68, Year Built: 1931, Structure Length: 0. m, Average Daily Traffic: 18,286 (year 2018), Truck Traffic: 11%, Features Intersected: CSX RR OVER U.S. 68/80
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 2.140, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 114R00602N, Location: 400 FT. N. JCT US 31W (Lat: 37.011667, Lng: -86.390000), Route carried "under" structure: City street 1981, Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 5,009 (year 2019), Features Intersected: PLUM SPRINGS LOOP, Facility Carried by Structure: CXS RAILROAD
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.126, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.4m (27.6ft)
Structure Number: 114R00602N, Location: 400 FT. N. JCT US 31W (Lat: 37.011667, Lng: -86.390000), Route carried "under" structure: City street 1981, Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 5,009 (year 2019), Features Intersected: PLUM SPRINGS LOOP, Facility Carried by Structure: CXS RAILROAD
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.126, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.4m (27.6ft)
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Structure Number: 114R00603N, Location: .4 MI E JCT US 31W (Lat: 36.927222, Lng: -86.494167), Route carried "under" structure: County highway 1270, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 54 (year 2006), Features Intersected: OLD NASHVILLE RD. LOOP, Facility Carried by Structure: L&N RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 1.131, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 114R00603N, Location: .4 MI E JCT US 31W (Lat: 36.927222, Lng: -86.494167), Route carried "under" structure: County highway 1270, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 54 (year 2006), Features Intersected: OLD NASHVILLE RD. LOOP, Facility Carried by Structure: L&N RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 1.131, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 114R00604N, Location: 0.07 MI EAST JCT KY 185 (Lat: 36.999444, Lng: -86.440833), Route carried "under" structure: US 68, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 17,513 (year 2018), Truck Traffic: 10%, Features Intersected: U.S. 68/80, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 23.646, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 114R00604N, Location: 0.07 MI EAST JCT KY 185 (Lat: 36.999444, Lng: -86.440833), Route carried "under" structure: US 68, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 17,513 (year 2018), Truck Traffic: 10%, Features Intersected: U.S. 68/80, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 23.646, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)