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

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Structure Number: 37B00084N,  Location: 1.7 MI N OF KY 1570 (Lat: 38.242778,  Lng: -84.920833),  Route carried "on" structure: US 421,  Year Built: 1984,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,969 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,634 (year 2038),  Design Load: HS 20,  Features Intersected: TUCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.580,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2020

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Structure Number: 37B00085N,  Location: 1.85 MI N OF KY 1570 (Lat: 38.245278,  Lng: -84.921389),  Route carried "on" structure: US 421,  Year Built: 1984,  Status: Posted for load,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,969 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,634 (year 2038),  Design Load: HS 20,  Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.852,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  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 24 months,  Inspection Date: July 2020

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Structure Number: 37B00089N,  Location: 0.2 MI S OF HOLMES ST (Lat: 38.216944,  Lng: -84.855833),  Route carried "on" structure: US 127,  Year Built: 1976,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 14,530 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,658 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OLD RAILROAD TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.222,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft)

Condition: Culverts: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 37B00090N,  Location: 1.0 MI N OF US 60 (Lat: 38.195000,  Lng: -84.894722),  Route carried "on" structure: US 127,  Year Built: 1989,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 13,067 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,282 (year 2039),  Design Load: HS 20,  Features Intersected: KY 3505 (DEVILS HOLLOW)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.439,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 37B00091N,  Location: 0.35 MI S OF KY 1211 (Lat: 38.208611,  Lng: -84.890000),  Route carried "on" structure: US 127,  Year Built: 1989,  Status: Open,  Structure Length: 10.35m (33.96ft),  Average Daily Traffic: 13,277 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,480 (year 2038),  Design Load: HS 20,  Features Intersected: RJC RR, BENSON VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.192,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 37B00092N,  Location: 0.1 MI S OF US 421 (Lat: 38.206944,  Lng: -84.885833),  Route carried "on" structure: US 127,  Year Built: 1989,  Status: Open,  Structure Length: 13.33m (43.73ft),  Average Daily Traffic: 13,277 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,480 (year 2038),  Design Load: HS 20,  Features Intersected: BENSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.591,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 37B00093R,  Location: 0.2 MI N OF KY 1211 (Lat: 38.203333,  Lng: -84.880833),  Route carried "on" structure: US 127,  Year Built: 1989,  Status: Open,  Structure Length: 23.33m (76.54ft),  Average Daily Traffic: 3,490 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,281 (year 2040),  Design Load: HS 20,  Features Intersected: KENTUCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.185,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 83.2m (273.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 88.4m (290.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  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: 37B00094L,  Location: 0.2 MI N OF KY 1211 (Lat: 38.204444,  Lng: -84.880278),  Route carried "on" structure: US 127,  Year Built: 1989,  Status: Open,  Structure Length: 23.33m (76.54ft),  Average Daily Traffic: 3,490 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,281 (year 2040),  Design Load: HS 20,  Features Intersected: KENTUCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.296,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 83.2m (273.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 88.4m (290.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  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: 37B00096N,  Location: 0.7 MI N OF KY 420 (Lat: 38.158333,  Lng: -84.893611),  Route carried "on" structure: US 127,  Year Built: 1992,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 21,100 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,834 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.137,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 37B00097N,  Location: 0.2 MI W OF KY 1665 (Lat: 38.161944,  Lng: -84.955833),  Route carried "on" structure: US 60,  Year Built: 1991,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 5,250 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,357 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: S BENSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.418,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 76.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 37B00104N,  Location: 0.1 MI S OF US 421 (Lat: 38.247778,  Lng: -84.928611),  Route carried "on" structure: State highway 1665,  Year Built: 2009,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 155 (year 2018),  Average Future Daily Traffic: 136 (year 2038),  Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 37B00110N,  Location: 0.2 MI S OF KY 676 (Lat: 38.166667,  Lng: -84.878056),  Route carried "on" structure: State highway 420,  Year Built: 2020,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,181 (year 2020),  Average Future Daily Traffic: 2,958 (year 2040),  Design Load: Greater than HL93,  Features Intersected: CEDAR RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.141,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.5m (21.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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: 37C00001N,  Location: 0.85 MI E OF KY 1262 (Lat: 38.291667,  Lng: -84.788056),  Route carried "on" structure: County highway 1014,  Year Built: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 69 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: TRIB SULPHUR LICK CREEK,  Facility Carried by Structure: SULPHUR LICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.382,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C00008N,  Location: 0.8 MI E OF KY 151 (Lat: 38.129444,  Lng: -84.964167),  Route carried "on" structure: County highway 1223,  Year Built: 1975,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 137 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: S BENSON CREEK,  Facility Carried by Structure: S BENSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.391,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C00011N,  Location: 230 FT W OF KY 1665 (Lat: 38.160000,  Lng: -84.953889),  Route carried "on" structure: County highway 1231,  Year Built: 1945,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 275 (year 2006),  Average Future Daily Traffic: 346 (year 2026),  Features Intersected: S BENSON CREEK,  Facility Carried by Structure: BRIDGEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C00015N,  Location: 1.15 MI E OF KY 1665 (Lat: 38.184167,  Lng: -84.941111),  Route carried "on" structure: County highway 1237,  Year Built: 1959,  Status: Posted for load,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 103 (year 2006),  Average Future Daily Traffic: 130 (year 2026),  Features Intersected: S BENSON CREEK,  Facility Carried by Structure: PEA RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.817,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C00022N,  Location: 1.45 MI N OF US 421 (Lat: 38.247500,  Lng: -84.913056),  Route carried "on" structure: County highway 1314,  Year Built: 1974,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 103 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: HARVIELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.811,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 37C00027N,  Location: 0.75 MI S OF US 421 (Lat: 38.176667,  Lng: -84.799722),  Route carried "on" structure: County highway 1117,  Year Built: 1978,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,567 (year 2019),  Average Future Daily Traffic: 2,387 (year 2039),  Design Load: HS 20,  Features Intersected: RJ CORMAN RAILROAD,  Facility Carried by Structure: CHENAULT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C00033N,  Location: 0.6 MI S OF US 421 (Lat: 38.208889,  Lng: -84.846111),  Route carried "on" structure: City street 1002,  Year Built: 1975,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 3,389 (year 2020),  Average Future Daily Traffic: 3,151 (year 2040),  Design Load: HS 20,  Features Intersected: OLD F&C RAILROAD,  Facility Carried by Structure: SCHENKEL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.040,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  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: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C00035N,  Location: 0.3 MI N OF KY 2820 (Lat: 38.110000,  Lng: -84.932222),  Route carried "on" structure: Alternate County highway 1220,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 249 (year 2006),  Average Future Daily Traffic: 313 (year 2026),  Design Load: H 20,  Features Intersected: TRIB TO S BENSON CREEK,  Facility Carried by Structure: FARMERS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.433,  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: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C00040N,  Location: 0.25 MI E OF MILLS LN (Lat: 38.112222,  Lng: -84.899722),  Route carried "on" structure: Alternate County highway 1241,  Year Built: 1993,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 58 (year 2006),  Average Future Daily Traffic: 73 (year 2026),  Features Intersected: BOONE BRANCH,  Facility Carried by Structure: DOVE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 37C00043N,  Location: 150 FT E OF HARVIELAND RD (Lat: 38.247500,  Lng: -84.910278),  Route carried "on" structure: County highway 1315,  Year Built: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 27 (year 2006),  Average Future Daily Traffic: 34 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: DAVIS BRANCH,  Facility Carried by Structure: STONEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 11.0m (36.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 37C00046N,  Location: 0.8 MI E OF HARVIELAND RD (Lat: 38.249722,  Lng: -84.898333),  Route carried "on" structure: County highway 1315,  Year Built: 2005,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 34 (year 2006),  Average Future Daily Traffic: 43 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: STONEY CREEK,  Facility Carried by Structure: STONEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.238,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 23.8m (78.1ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $94,000,  Total Project Cost: $93,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37C00047N,  Location: AT STONEY CREEK RD (Lat: 38.249167,  Lng: -84.890000),  Route carried "on" structure: County highway 1316,  Year Built: 2003,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 26 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: STONEY CREEK,  Facility Carried by Structure: N STONEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 23.8m (78.1ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $240,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37C00055N,  Location: 0.2 MI W OF KY 1665 (Lat: 38.142222,  Lng: -84.953889),  Route carried "on" structure: County highway 1044,  Year Built: 2005,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 270 (year 2015),  Average Future Daily Traffic: 329 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: S BENSON CREEK,  Facility Carried by Structure: DENISON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 37C00056N,  Location: 1.8 MI S OF KY 12 (Lat: 38.253606,  Lng: -84.912842),  Route carried "on" structure: County highway 1314,  Year Built: 2017,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 206 (year 2017),  Average Future Daily Traffic: 2,037 (year 2037),  Design Load: Greater than HL93,  Features Intersected: DAVIS BRANCH,  Facility Carried by Structure: HARVIELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 16.0m (52.5ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 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: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 120B00012N,  Location: .90 MI S OF JCT KY 1681 (Lat: 38.128611,  Lng: -84.823056),  Route carried "on" structure: State highway 1659,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 807 (year 2019),  Average Future Daily Traffic: 710 (year 2039),  Design Load: H 15,  Features Intersected: GLENNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120B00013N,  Location: 5FT S OF JCT KY 1681 (Lat: 38.140278,  Lng: -84.825000),  Route carried "on" structure: State highway 1659,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 807 (year 2019),  Average Future Daily Traffic: 710 (year 2039),  Design Load: H 20,  Features Intersected: BRANCH OF GLENN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.841,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 120B00020N,  Location: 500FT E. OF FRANKLIN C.L. (Lat: 38.172778,  Lng: -84.781389),  Route carried "on" structure: County highway 1303,  Year Built: 1972,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 301 (year 2014),  Average Future Daily Traffic: 2,034 (year 2034),  Design Load: H 20,  Features Intersected: I 64,  Facility Carried by Structure: DUCKERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.972,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120B00034N,  Location: 1.5 MI W OF JCT KY 1685 (Lat: 38.155278,  Lng: -84.771667),  Route carried "on" structure: State highway 1681,  Year Built: 1984,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 689 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 606 (year 2038),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.713,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $171,000,  Total Project Cost: $171,000,  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: 120C00026N,  Location: .1 MI N OF JCT KY 1681 (Lat: 38.168333,  Lng: -84.783333),  Route carried "on" structure: County highway 1303,  Year Built: 1984,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 396 (year 2014),  Average Future Daily Traffic: 2,034 (year 2034),  Features Intersected: BRANCH OF ELKHORN CREEK,  Facility Carried by Structure: DUCKERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 120C00038N,  Location: W JCT KY 1659 (Lat: 38.135556,  Lng: -84.821944),  Route carried "on" structure: County highway 1310,  Year Built: 2014,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 33 (year 2014),  Average Future Daily Traffic: 33 (year 2034),  Features Intersected: GLENS CREEK,  Facility Carried by Structure: MILLVILLE BRIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.018,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.4m (14.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.8 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 37B00016N,  Location: 0.95 MI E OF US 127 (Lat: 38.186389,  Lng: -84.879722),  Route carried "under" structure: State highway 2271,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 3,834 (year 2018),  Truck Traffic: 7%,  Features Intersected: LAFAYETTE DR,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 0.243,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 37B00029N,  Location: 0.95 MI S OF US 60 (Lat: 38.173611,  Lng: -84.825556),  Route carried "under" structure: Interstate 64,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 40,724 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-64,  Facility Carried by Structure: KY 2821
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 91.947,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 37B00051L,  Location: 0.7 MI E OF US 127 NTRCH (Lat: 38.158889,  Lng: -84.881111),  Route carried "under" structure: State highway 420,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,181 (year 2020),  Features Intersected: KY 420 & CEDAR RUN,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.165,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 37B00051R,  Location: 0.7 MI E OF US 127 NTRCH (Lat: 38.157222,  Lng: -84.881111),  Route carried "under" structure: State highway 420,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,181 (year 2020),  Features Intersected: KY 420 & CEDAR RUN,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 25.15m (82.51ft),  Kilometerpoint: 1.975,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 37B00052L,  Location: 2.3 MI E OF US 127 NTRCH (Lat: 38.161944,  Lng: -84.851944),  Route carried "under" structure: State highway 1659,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 359 (year 2020),  Features Intersected: KENTUCKY RIVER,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.045,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 96.0m (315.0ft)

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Structure Number: 37B00052R,  Location: 2.3 MI E OF US 127 NTRCH (Lat: 38.160833,  Lng: -84.851667),  Route carried "under" structure: State highway 1659,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 359 (year 2020),  Features Intersected: KENTUCKY RIVER,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 24.82m (81.43ft),  Kilometerpoint: 1.930,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 96.0m (315.0ft)

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Structure Number: 37B00053L,  Location: 1.5 MI W OF WOODFORD CL (Lat: 38.173889,  Lng: -84.811667),  Route carried "under" structure: US 60,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 28,107 (year 2019),  Truck Traffic: 7%,  Features Intersected: US 60,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 21.420,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 37B00053R,  Location: 1.5 MI W OF WOODFORD CL (Lat: 38.173611,  Lng: -84.811389),  Route carried "under" structure: US 60,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 28,107 (year 2019),  Truck Traffic: 7%,  Features Intersected: US 60,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 21.448,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 37B00054N,  Location: 1.25 MI E OF US 60 NTRCH (Lat: 38.173333,  Lng: -84.788889),  Route carried "under" structure: Interstate 64,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 24,152 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-64,  Facility Carried by Structure: RJ CORMAN RAILROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 95.162,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 37B00056L,  Location: 2.0 MI E OF KY 151 NTRCH (Lat: 38.151389,  Lng: -84.953611),  Route carried "under" structure: State highway 1665,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 826 (year 2020),  Features Intersected: KY 1665 (EVERGREEN RD),  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 5.036,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 37B00056R,  Location: 2.0 MI E OF KY 151 NTRCH (Lat: 38.151111,  Lng: -84.953611),  Route carried "under" structure: State highway 1665,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 826 (year 2020),  Features Intersected: KY 1665 (EVERGREEN RD),  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 5.008,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 37B00057L,  Location: 1.6 MI W OF US 127 NTRCH (Lat: 38.156667,  Lng: -84.922500),  Route carried "under" structure: State highway 2817,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,532 (year 2020),  Features Intersected: KY 2817,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 37B00057R,  Location: 1.6 MI W OF US 127 NTRCH (Lat: 38.156389,  Lng: -84.922500),  Route carried "under" structure: State highway 2817,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,532 (year 2020),  Features Intersected: KY 2817,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.779,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 37B00058L,  Location: 1.8 MI E OF US 127 NTRCH (Lat: 38.160000,  Lng: -84.859722),  Route carried "under" structure: State highway 1263,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 375 (year 2018),  Features Intersected: KY 1263,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 2.583,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 37B00058R,  Location: 1.8 MI E OF US 127 NTRCH (Lat: 38.158333,  Lng: -84.860278),  Route carried "under" structure: State highway 1263,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 375 (year 2018),  Features Intersected: KY 1263,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 2.374,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 37B00067N,  Location: 1.5 MI N OF US 460 (Lat: 38.216389,  Lng: -84.853056),  Route carried "under" structure: US 127,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 8,149 (year 2018),  Truck Traffic: 10%,  Features Intersected: US 127
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 17.518,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 37B00070N,  Location: 0.2 MI N OF US 60 (Lat: 38.208889,  Lng: -84.836944),  Route carried "under" structure: US 421,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,244 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 421,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.292,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 37B00074N,  Location: 500 FT E OF KY 420 (Lat: 38.171389,  Lng: -84.874722),  Route carried "under" structure: State highway 1263,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 375 (year 2018),  Features Intersected: KENTUCKY RIVER & KY 1263,  Facility Carried by Structure: KY 676 (E-W CONN)
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 5.499,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 98.5m (323.2ft)

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Structure Number: 37B00078N,  Location: 1.2 MI W OF I-64 NTRCH (Lat: 38.188889,  Lng: -84.821944),  Route carried "under" structure: State highway 676,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 18,179 (year 2019),  Truck Traffic: 4%,  Features Intersected: KY 676 (E-W CONN),  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 8.507,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)