Bridge Statistics for Mount Vernon, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 200ft / 60.7mTotal length
- $594,000Total costs
- 210,738Total average daily traffic
- 53,748Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Vernon
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 11970-1979
- 11980-1989
- 41990-1999
- 42000-2009
- 72010-2019
- 22020-2022
- Bridge Condition - Deck
- 25.0%Very good
- 31.3%Good
- 43.8%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 43.8%Good
- 25.0%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 56.3%Good
- 31.3%Satisfactory
- 6.3%Critical
- Bridge Condition - Channel
- 16.7%Very good
- 50.0%Good
- 25.0%Satisfactory
- 8.3%Poor
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Structure Number: 102B00002N, Location: .05 MI SW OF JCT KY 1617 (Lat: 37.437778, Lng: -84.317500), Route carried "on" structure: US 25, Year Built: 1949, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 3,507 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 3,086 (year 2036), Design Load: HS 20, Features Intersected: ROUNDSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $505,000, Total Project Cost: $504,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 102B00002N, Location: .05 MI SW OF JCT KY 1617 (Lat: 37.437778, Lng: -84.317500), Route carried "on" structure: US 25, Year Built: 1949, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 3,507 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 3,086 (year 2036), Design Load: HS 20, Features Intersected: ROUNDSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $505,000, Total Project Cost: $504,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 102B00049N, Location: .15 MI S.E. OF JCT US 25 (Lat: 37.437500, Lng: -84.316111), Route carried "on" structure: State highway 1786, Year Built: 1976, Year Reconstructed: 2010, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 407 (year 2020), Average Future Daily Traffic: 354 (year 2040), Features Intersected: ROUNDSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $91,000, Total Project Cost: $90,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00049N, Location: .15 MI S.E. OF JCT US 25 (Lat: 37.437500, Lng: -84.316111), Route carried "on" structure: State highway 1786, Year Built: 1976, Year Reconstructed: 2010, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 407 (year 2020), Average Future Daily Traffic: 354 (year 2040), Features Intersected: ROUNDSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $91,000, Total Project Cost: $90,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102B00058N, Location: 200' N OF JCT US 150 (Lat: 37.350278, Lng: -84.371667), Route carried "on" structure: State highway 461, Year Built: 1987, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,884 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 9,290 (year 2039), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00058N, Location: 200' N OF JCT US 150 (Lat: 37.350278, Lng: -84.371667), Route carried "on" structure: State highway 461, Year Built: 1987, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,884 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 9,290 (year 2039), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 102B00062N, Location: 1.8 MI. SE. OF JCTKY 1617 (Lat: 37.419444, Lng: -84.297778), Route carried "on" structure: State highway 1786, Year Built: 2004, Status: Open, Structure Length: 9.71m (31.86ft), Average Daily Traffic: 114 (year 2018), Average Future Daily Traffic: 99 (year 2038), Design Load: HS 25 or greater, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00062N, Location: 1.8 MI. SE. OF JCTKY 1617 (Lat: 37.419444, Lng: -84.297778), Route carried "on" structure: State highway 1786, Year Built: 2004, Status: Open, Structure Length: 9.71m (31.86ft), Average Daily Traffic: 114 (year 2018), Average Future Daily Traffic: 99 (year 2038), Design Load: HS 25 or greater, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 102B00064N, Location: .4 MI. N. OF NORTH I-75 (Lat: 37.385000, Lng: -84.331111), Route carried "on" structure: US 25, Year Built: 2006, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 4,988 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 4,389 (year 2036), Design Load: HS 25 or greater, Features Intersected: RENFRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00064N, Location: .4 MI. N. OF NORTH I-75 (Lat: 37.385000, Lng: -84.331111), Route carried "on" structure: US 25, Year Built: 2006, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 4,988 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 4,389 (year 2036), Design Load: HS 25 or greater, Features Intersected: RENFRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 102B00071N, Location: 0.7 MI NW OF JCT US 25 (Lat: 37.434167, Lng: -84.342222), Route carried "on" structure: State highway 3275, Year Built: 2017, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 417 (year 2018), Average Future Daily Traffic: 362 (year 2038), Design Load: HS 25 or greater, Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.9 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: 30.8 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00071N, Location: 0.7 MI NW OF JCT US 25 (Lat: 37.434167, Lng: -84.342222), Route carried "on" structure: State highway 3275, Year Built: 2017, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 417 (year 2018), Average Future Daily Traffic: 362 (year 2038), Design Load: HS 25 or greater, Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.9 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: 30.8 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 102B00074N, Location: 0.8 M W of JCT 461 (Lat: 37.368333, Lng: -84.365278), Route carried "on" structure: State highway 1326, Year Built: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,066 (year 2017), Average Future Daily Traffic: 938 (year 2037), Design Load: Greater than HL93, Features Intersected: Little Renfro Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 97.2 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: 76.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00074N, Location: 0.8 M W of JCT 461 (Lat: 37.368333, Lng: -84.365278), Route carried "on" structure: State highway 1326, Year Built: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,066 (year 2017), Average Future Daily Traffic: 938 (year 2037), Design Load: Greater than HL93, Features Intersected: Little Renfro Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 97.2 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: 76.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 102B00076N, Location: 0.4 MI N of Exit 62 (Lat: 37.385833, Lng: -84.335556), Route carried "on" structure: Interstate 75, Year Built: 2018, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 41,612 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 50,766 (year 2040), Design Load: Greater than HL93, Features Intersected: Green Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.856, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.3m (135.5ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 41.3m (135.5ft), Out-to-Out Width: 43.2m (141.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 71.9 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: 55.7 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00076N, Location: 0.4 MI N of Exit 62 (Lat: 37.385833, Lng: -84.335556), Route carried "on" structure: Interstate 75, Year Built: 2018, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 41,612 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 50,766 (year 2040), Design Load: Greater than HL93, Features Intersected: Green Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.856, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.3m (135.5ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 41.3m (135.5ft), Out-to-Out Width: 43.2m (141.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 71.9 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: 55.7 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: 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: September 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: 102B00077N, Location: Exit 62 US-25 @ 15.78 MP (Lat: 37.377778, Lng: -84.330556), Route carried "on" structure: Interstate 75, Year Built: 2018, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 41,612 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 50,766 (year 2040), Design Load: Greater than HL93, Features Intersected: US-25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.832, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: 48.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00077N, Location: Exit 62 US-25 @ 15.78 MP (Lat: 37.377778, Lng: -84.330556), Route carried "on" structure: Interstate 75, Year Built: 2018, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 41,612 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 50,766 (year 2040), Design Load: Greater than HL93, Features Intersected: US-25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.832, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: 48.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 102B00078N, Location: Exit 59 US25 @ 11.75 MP (Lat: 37.341944, Lng: -84.307778), Route carried "on" structure: Interstate 75, Year Built: 2020, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 41,658 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 50,822 (year 2036), Design Load: Greater than HL93, Features Intersected: US-25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.922, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.6m (123.4ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 37.6m (123.4ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.4 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: 61.9 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: Equal to present desirable 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00078N, Location: Exit 59 US25 @ 11.75 MP (Lat: 37.341944, Lng: -84.307778), Route carried "on" structure: Interstate 75, Year Built: 2020, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 41,658 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 50,822 (year 2036), Design Load: Greater than HL93, Features Intersected: US-25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.922, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.6m (123.4ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 37.6m (123.4ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.4 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: 61.9 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: Equal to present desirable 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: September 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: 102C00019N, Location: .1 MI W OF JCT KY 1250 (Lat: 37.313056, Lng: -84.398333), Route carried "on" structure: County highway 1254, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 264 (year 2019), Average Future Daily Traffic: 229 (year 2039), Features Intersected: W.FK. SKEGG CREEK, Facility Carried by Structure: WABD JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 102C00019N, Location: .1 MI W OF JCT KY 1250 (Lat: 37.313056, Lng: -84.398333), Route carried "on" structure: County highway 1254, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 264 (year 2019), Average Future Daily Traffic: 229 (year 2039), Features Intersected: W.FK. SKEGG CREEK, Facility Carried by Structure: WABD JONES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 102C00053N, Location: 54' S - CR 5084 (Lat: 37.384722, Lng: -84.309167), Route carried "on" structure: County highway 1094, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 24 (year 2039), Design Load: HS 25 or greater, Features Intersected: TOWN BRANCH, Facility Carried by Structure: BUCKEYE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102C00053N, Location: 54' S - CR 5084 (Lat: 37.384722, Lng: -84.309167), Route carried "on" structure: County highway 1094, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 24 (year 2039), Design Load: HS 25 or greater, Features Intersected: TOWN BRANCH, Facility Carried by Structure: BUCKEYE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102C00054N, Location: .2 MI W - CR 5333 (Lat: 37.404444, Lng: -84.350556), Route carried "on" structure: County highway 1334, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 420 (year 2019), Average Future Daily Traffic: 365 (year 2039), Design Load: HS 25 or greater, Features Intersected: RENFRO CREEK, Facility Carried by Structure: MT ZION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102C00054N, Location: .2 MI W - CR 5333 (Lat: 37.404444, Lng: -84.350556), Route carried "on" structure: County highway 1334, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 420 (year 2019), Average Future Daily Traffic: 365 (year 2039), Design Load: HS 25 or greater, Features Intersected: RENFRO CREEK, Facility Carried by Structure: MT ZION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102C00055N, Location: .5 MI. SW - KY 1912 (Lat: 37.372778, Lng: -84.277778), Route carried "on" structure: County highway 1001, Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 119 (year 2019), Average Future Daily Traffic: 103 (year 2039), Design Load: HS 25 or greater, Features Intersected: ROUNDSTONE CREEK, Facility Carried by Structure: COVE BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102C00055N, Location: .5 MI. SW - KY 1912 (Lat: 37.372778, Lng: -84.277778), Route carried "on" structure: County highway 1001, Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 119 (year 2019), Average Future Daily Traffic: 103 (year 2039), Design Load: HS 25 or greater, Features Intersected: ROUNDSTONE CREEK, Facility Carried by Structure: COVE BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102C00067N, Location: .3 MI S. JCT KY 1786 (Lat: 37.418056, Lng: -84.304722), Route carried "on" structure: County highway 1086, Year Built: 1998, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 57 (year 2019), Average Future Daily Traffic: 49 (year 2039), Features Intersected: ROUND STONE CREEK, Facility Carried by Structure: MARET CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: November 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00067N, Location: .3 MI S. JCT KY 1786 (Lat: 37.418056, Lng: -84.304722), Route carried "on" structure: County highway 1086, Year Built: 1998, Status: Posted for load, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 57 (year 2019), Average Future Daily Traffic: 49 (year 2039), Features Intersected: ROUND STONE CREEK, Facility Carried by Structure: MARET CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Critical, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: November 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102C00071N, Location: 12' N. OF JCT CR 5004 (Lat: 37.376944, Lng: -84.281667), Route carried "on" structure: County highway 1446, Year Built: 2002, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 105 (year 2006), Average Future Daily Traffic: 136 (year 2026), Features Intersected: ROUNDSTONE CREEK, Facility Carried by Structure: MCNEW CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 1, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00071N, Location: 12' N. OF JCT CR 5004 (Lat: 37.376944, Lng: -84.281667), Route carried "on" structure: County highway 1446, Year Built: 2002, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 105 (year 2006), Average Future Daily Traffic: 136 (year 2026), Features Intersected: ROUNDSTONE CREEK, Facility Carried by Structure: MCNEW CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 1, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102C00074N, Location: 2.6 MI. E. OF JCT US 25 (Lat: 37.388333, Lng: -84.294167), Route carried "on" structure: County highway 1090, Year Built: 2007, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 74 (year 2019), Average Future Daily Traffic: 64 (year 2039), Design Load: HS 25 or greater, Features Intersected: ROUNDSTONE CREEK, Facility Carried by Structure: HUMMEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102C00074N, Location: 2.6 MI. E. OF JCT US 25 (Lat: 37.388333, Lng: -84.294167), Route carried "on" structure: County highway 1090, Year Built: 2007, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 74 (year 2019), Average Future Daily Traffic: 64 (year 2039), Design Load: HS 25 or greater, Features Intersected: ROUNDSTONE CREEK, Facility Carried by Structure: HUMMEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 102B00071N, Location: 0.7 MI NW OF JCT US 25 (Lat: 37.434167, Lng: -84.342222), Route carried "under" structure: Interstate 75, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 41,612 (year 2020), Truck Traffic: 28%, Features Intersected: I-75
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 106.273, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 102B00071N, Location: 0.7 MI NW OF JCT US 25 (Lat: 37.434167, Lng: -84.342222), Route carried "under" structure: Interstate 75, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 41,612 (year 2020), Truck Traffic: 28%, Features Intersected: I-75
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 106.273, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
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Structure Number: 102B00076N, Location: 0.4 MI N of Exit 62 (Lat: 37.385833, Lng: -84.335556), Route carried "under" structure: State highway 2793, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 811 (year 2016), Features Intersected: Green Hill Road, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.194, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 102B00076N, Location: 0.4 MI N of Exit 62 (Lat: 37.385833, Lng: -84.335556), Route carried "under" structure: State highway 2793, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 811 (year 2016), Features Intersected: Green Hill Road, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.194, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 102B00077N, Location: Exit 62 US-25 @ 15.78 MP (Lat: 37.377778, Lng: -84.330556), Route carried "under" structure: US 25, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 14,498 (year 2018), Truck Traffic: 4%, Features Intersected: US-25, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 25.392, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.3m (122.4ft)
Structure Number: 102B00077N, Location: Exit 62 US-25 @ 15.78 MP (Lat: 37.377778, Lng: -84.330556), Route carried "under" structure: US 25, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 14,498 (year 2018), Truck Traffic: 4%, Features Intersected: US-25, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 25.392, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.3m (122.4ft)
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Structure Number: 102B00078N, Location: Exit 59 US25 @ 11.75 MP (Lat: 37.341944, Lng: -84.307778), Route carried "under" structure: US 25, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,366 (year 2018), Truck Traffic: 12%, Features Intersected: US-25, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 18.961, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 102B00078N, Location: Exit 59 US25 @ 11.75 MP (Lat: 37.341944, Lng: -84.307778), Route carried "under" structure: US 25, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,366 (year 2018), Truck Traffic: 12%, Features Intersected: US-25, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 18.961, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 102R00600N, Location: 0.3 MI.WEST OF KY 1912 (Lat: 37.374444, Lng: -84.274722), Route carried "under" structure: County highway 1001, Year Built: 1927, Structure Length: 0. m, Average Daily Traffic: 119 (year 2019), Features Intersected: Cove Branch Road, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 4.826, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 102R00600N, Location: 0.3 MI.WEST OF KY 1912 (Lat: 37.374444, Lng: -84.274722), Route carried "under" structure: County highway 1001, Year Built: 1927, Structure Length: 0. m, Average Daily Traffic: 119 (year 2019), Features Intersected: Cove Branch Road, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 4.826, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)