Bridge Statistics for Florence, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 8B00005L,  Location: SBL 1 MI SW OF JCT US 25 (Lat: 38.985278,  Lng: -84.641667),  Route carried "on" structure: US 42,  Year Built: 1960,  Status: Posted for load,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 11,448 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,647 (year 2040),  Design Load: HS 20,  Features Intersected: I 71; I 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.706,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8B00005R,  Location: 1 MI SW OF JCT US 25 (Lat: 38.985000,  Lng: -84.641667),  Route carried "on" structure: US 42,  Year Built: 1960,  Status: Posted for load,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 14,841 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,950 (year 2039),  Design Load: HS 20,  Features Intersected: I 71; I 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.507,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8B00009N,  Location: 1 MI W OF JCT US 25 (Lat: 39.001389,  Lng: -84.647222),  Route carried "on" structure: State highway 18,  Year Built: 1960,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 46,804 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,527 (year 2040),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.258,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8B00040L,  Location: SBL 1.0 MI N KY 18 NTRCH (Lat: 39.013056,  Lng: -84.630833),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 76,193 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 81,526 (year 2040),  Design Load: HS 20,  Features Intersected: TURFWAY ROAD (KY 1017)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 293.562,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,141,000,  Total Project Cost: $2,140,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8B00040R,  Location: NBL 1.0 MI N KY 18 NTRCH (Lat: 39.013056,  Lng: -84.630556),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 76,193 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 81,526 (year 2040),  Design Load: HS 20,  Features Intersected: TURFWAY ROAD (KY 1017)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 293.543,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,503,000,  Total Project Cost: $1,502,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8B00070N,  Location: .02 MI. SW KY 237 (Lat: 38.972222,  Lng: -84.663056),  Route carried "on" structure: US 42,  Year Built: 1987,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 28,410 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,421 (year 2039),  Design Load: HS 20,  Features Intersected: S. FK GUNPOWDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.064,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.6 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: 46.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 8B00071N,  Location: .5 MI S. JCT US 42 (Lat: 38.966111,  Lng: -84.635833),  Route carried "on" structure: State highway 842,  Year Built: 1986,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 12,752 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,859 (year 2035),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.284,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,290,000,  Total Project Cost: $1,290,000,  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: 8B00072N,  Location: I75 RMP TO US 42 (Lat: 38.986111,  Lng: -84.642778),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1990,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,809 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 18 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.869,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 8B00073N,  Location: NB&SB I75 & KY 18 RAMP (Lat: 38.991111,  Lng: -84.643889),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1990,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,809 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NB & SB I-75 & KY 18 RAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.429,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,344,000,  Total Project Cost: $2,344,000,  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: 8B00074N,  Location: SB MALL RMP @ WEST RAMP (Lat: 38.992222,  Lng: -84.645278),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1990,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,809 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WEST RMP KY18 TO I75SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.586,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.7m (186.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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 minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 8B00075N,  Location: NB RMP FRM MALL RD TO I75 (Lat: 38.998611,  Lng: -84.646667),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1990,  Status: Open,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 129,809 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 18 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.294,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 8B00078L,  Location: 2.7 MI N. JCT I 71 (Lat: 38.917500,  Lng: -84.629167),  Route carried "on" structure: Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 46,412 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 49,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 338
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.232,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,503,000,  Total Project Cost: $1,502,000,  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: 8B00078R,  Location: 2.7 MI.N. JCT I 71 (Lat: 38.917500,  Lng: -84.628889),  Route carried "on" structure: Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 60,475 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 64,708 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: KY 338
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.305,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,503,000,  Total Project Cost: $1,502,000,  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: 8B00079L,  Location: @ JCT KY 3060 (Lat: 38.932222,  Lng: -84.631111),  Route carried "on" structure: Interstate 75,  Year Built: 1994,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 60,475 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 64,708 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: KY 3060 (FROGTOWN ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.856,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,505,000,  Total Project Cost: $1,504,000,  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: 8B00079R,  Location: @ JCT KY 3060 (Lat: 38.931944,  Lng: -84.630833),  Route carried "on" structure: Interstate 75,  Year Built: 1994,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 60,475 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 64,708 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: KY 3060 (FROGTOWN ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.861,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,505,000,  Total Project Cost: $1,504,000,  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: 8B00080L,  Location: 1.8 MI S JCT US 42 SBL (Lat: 38.956667,  Lng: -84.634722),  Route carried "on" structure: Interstate 75,  Year Built: 1992,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 70,241 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 75,158 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: KY 536 (MT ZION RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.555,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,503,000,  Total Project Cost: $1,502,000,  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: 8B00080R,  Location: 1.8 MI S JCT US 42 NBL (Lat: 38.956667,  Lng: -84.634444),  Route carried "on" structure: Interstate 75,  Year Built: 1992,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 70,241 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 75,158 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: KY 536 (MT ZION RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.536,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,503,000,  Total Project Cost: $1,502,000,  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: 8B00081N,  Location: .2 MI N JCT US 127 (Lat: 38.980556,  Lng: -84.661667),  Route carried "on" structure: State highway 842,  Year Built: 1996,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 14,923 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,878 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: UTTERBACK CREEK,  Facility Carried by Structure: HOUSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 8B00090N,  Location: 3.1 MI NOR OF JCT KY-18 (Lat: 39.029444,  Lng: -84.856389),  Route carried "on" structure: State highway 20,  Year Built: 2007,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 666 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 586 (year 2038),  Features Intersected: WOOLPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.110,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than 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: June 2021

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Structure Number: 8B00098N,  Location: .88 MI S of JCT US 42 (Lat: 38.960833,  Lng: -84.656667),  Route carried "on" structure: State highway _,  Year Built: 1901,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,878 (year 2019),  Average Future Daily Traffic: 14,923 (year 2039),  Features Intersected: TRIB TO GUNPOWDER CREEK,  Facility Carried by Structure: KY 237
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8C00003N,  Location: 0.2 MI. NORTH US.42&127 (Lat: 38.963889,  Lng: -84.684167),  Route carried "on" structure: County highway 1002,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 473 (year 2006),  Average Future Daily Traffic: 817 (year 2026),  Features Intersected: FOWLERS CREEK,  Facility Carried by Structure: LONGBRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.359,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8C00046N,  Location: .7 MI N JCT US 42 (Lat: 38.969167,  Lng: -84.685278),  Route carried "on" structure: County highway 1004,  Year Built: 1991,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 41 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: FOWLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.116,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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 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: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8C00050N,  Location: .1 MI NOR.- KY 338 (Lat: 38.896111,  Lng: -84.771111),  Route carried "on" structure: County highway 1201,  Year Built: 1992,  Status: Posted for load,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 79 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: LANDING CREEK,  Facility Carried by Structure: BIG BONE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 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: Fair,  Channel: Satisfactory,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8C00055N,  Location: 2.3 MI-NW JCT US 42 (Lat: 38.969444,  Lng: -84.703056),  Route carried "on" structure: County highway 1002,  Year Built: 1994,  Status: Posted for load,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 3,176 (year 2020),  Average Future Daily Traffic: 2,953 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LONEBRANCH CR,  Facility Carried by Structure: LONGBRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.461,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8C00056N,  Location: 300' EAST JCT KY 842 (Lat: 38.982222,  Lng: -84.661111),  Route carried "on" structure: City street 1108,  Year Built: 1996,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 14 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: UTTERBACK CREEK,  Facility Carried by Structure: HOPEFUL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.585,  Lanes on structure: 2,  Owner: City or Municipal 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: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 8C00058N,  Location: 50 FT W: JCT KY 237 (Lat: 38.973333,  Lng: -84.664444),  Route carried "on" structure: City street 1080,  Year Built: 1995,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 266 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: SOUTHFORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.262,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.1m (6.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8C00059N,  Location: .2 MI W JCT KY 842 (Lat: 38.991389,  Lng: -84.671389),  Route carried "on" structure: City street 1127,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 133 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: TRIB- SOUTH FK CREEK,  Facility Carried by Structure: MEADOW CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8C00060N,  Location: @ KENTON-BOONE CO.LINE (Lat: 39.017778,  Lng: -84.616944),  Route carried "on" structure: City street 1177,  Year Built: 1994,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 400 (year 2006),  Average Future Daily Traffic: 691 (year 2026),  Features Intersected: VIOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.521,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8C00061N,  Location: .2 MI SW JCT KY 237 (Lat: 38.981667,  Lng: -84.683333),  Route carried "on" structure: Alternate County highway 1021,  Year Built: 1990,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 1,332 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SOUTH FORK CREEK,  Facility Carried by Structure: WOODCREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.509,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8C00065N,  Location: 50 FOOT W OF JCT CR 5002 (Lat: 38.962222,  Lng: -84.684444),  Route carried "on" structure: City street 1053,  Year Built: 2002,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 3,882 (year 2019),  Average Future Daily Traffic: 3,610 (year 2039),  Features Intersected: FOWLERS CREEK,  Facility Carried by Structure: ORLEANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8C00071N,  Location: 0.1 north of KY-842 (Lat: 39.009167,  Lng: -84.650833),  Route carried "on" structure: City street 1370,  Year Built: 2007,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 2,031 (year 2031),  Features Intersected: UNKNOWN STREAM,  Facility Carried by Structure: WALMART ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft)

Condition: Channel: Very good,  Culverts: 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: 97.2 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,  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

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Structure Number: 8C00079N,  Location: .1 MI N JCT US 42 (Lat: 38.984444,  Lng: -84.644167),  Route carried "on" structure: City street 1306,  Year Built: 2015,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 10,643 (year 2019),  Average Future Daily Traffic: 2,039 (year 2039),  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: Heights BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.941,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8B00005L,  Location: SBL 1 MI SW OF JCT US 25 (Lat: 38.985278,  Lng: -84.641667),  Route carried "under" structure: Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: I 71; I 75,  Facility Carried by Structure: US-42 NC
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 289.777,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 8B00005L,  Location: SBL 1 MI SW OF JCT US 25 (Lat: 38.985278,  Lng: -84.641667),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 140,482 (year 2018),  Truck Traffic: 17%,  Features Intersected: I 71; I 75,  Facility Carried by Structure: US-42 NC
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 289.730,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 8B00005L,  Location: SBL 1 MI SW OF JCT US 25 (Lat: 38.985278,  Lng: -84.641667),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: I 71; I 75,  Facility Carried by Structure: US-42 NC
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 289.774,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 8B00005R,  Location: 1 MI SW OF JCT US 25 (Lat: 38.985000,  Lng: -84.641667),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 140,482 (year 2018),  Truck Traffic: 17%,  Features Intersected: I 71; I 75,  Facility Carried by Structure: US-42
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 289.750,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 8B00005R,  Location: 1 MI SW OF JCT US 25 (Lat: 38.985000,  Lng: -84.641667),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 140,482 (year 2018),  Truck Traffic: 17%,  Features Intersected: I 71; I 75,  Facility Carried by Structure: US-42
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 289.708,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 8B00005R,  Location: 1 MI SW OF JCT US 25 (Lat: 38.985000,  Lng: -84.641667),  Route carried "under" structure: Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 140,482 (year 2018),  Truck Traffic: 17%,  Features Intersected: I 71; I 75,  Facility Carried by Structure: US-42
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 289.751,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 8B00009N,  Location: 1 MI W OF JCT US 25 (Lat: 39.001389,  Lng: -84.647222),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 143,823 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-75,  Facility Carried by Structure: KY-18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.594,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8B00009N,  Location: 1 MI W OF JCT US 25 (Lat: 39.001389,  Lng: -84.647222),  Route carried "under" structure: Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 143,823 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-75,  Facility Carried by Structure: KY-18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.595,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8B00040L,  Location: SBL 1.0 MI N KY 18 NTRCH (Lat: 39.013056,  Lng: -84.630833),  Route carried "under" structure: State highway 1017,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 24,848 (year 2016),  Features Intersected: TURFWAY ROAD (KY 1017),  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.079,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8B00040R,  Location: NBL 1.0 MI N KY 18 NTRCH (Lat: 39.013056,  Lng: -84.630556),  Route carried "under" structure: State highway 1017,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 22,520 (year 2020),  Truck Traffic: 8%,  Features Intersected: TURFWAY ROAD (KY 1017),  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.110,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8B00071N,  Location: .5 MI S. JCT US 42 (Lat: 38.966111,  Lng: -84.635833),  Route carried "under" structure: Interstate 75,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 140,482 (year 2018),  Truck Traffic: 17%,  Features Intersected: I-75,  Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 287.585,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 8B00072N,  Location: I75 RMP TO US 42 (Lat: 38.986111,  Lng: -84.642778),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: KY 18 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.851,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 8B00073N,  Location: NB&SB I75 & KY 18 RAMP (Lat: 38.991111,  Lng: -84.643889),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: NB & SB I-75 & KY 18 RAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.374,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 8B00073N,  Location: NB&SB I75 & KY 18 RAMP (Lat: 38.991111,  Lng: -84.643889),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: NB & SB I-75 & KY 18 RAM
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 290.438,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 8B00073N,  Location: NB&SB I75 & KY 18 RAMP (Lat: 38.991111,  Lng: -84.643889),  Route carried "under" structure: Interstate 75,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: NB & SB I-75 & KY 18 RAM
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 290.422,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 8B00074N,  Location: SB MALL RMP @ WEST RAMP (Lat: 38.992222,  Lng: -84.645278),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: WEST RMP KY18 TO I75SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.582,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 8B00075N,  Location: NB RMP FRM MALL RD TO I75 (Lat: 38.998611,  Lng: -84.646667),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,317 (year 2020),  Truck Traffic: 18%,  Features Intersected: KY 18 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.322,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 8B00078L,  Location: 2.7 MI N. JCT I 71 (Lat: 38.917500,  Lng: -84.629167),  Route carried "under" structure: State highway 338,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 16,219 (year 2015),  Truck Traffic: 10%,  Features Intersected: KY 338,  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.441,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 8B00078R,  Location: 2.7 MI.N. JCT I 71 (Lat: 38.917500,  Lng: -84.628889),  Route carried "under" structure: State highway 338,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 16,219 (year 2015),  Truck Traffic: 10%,  Features Intersected: KY 338,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)