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

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Structure Number: 11B00005N,  Location: ON GARRARD - BOYLE CL (Lat: 37.671111,  Lng: -84.690278),  Route carried "on" structure: State highway 3042,  Year Built: 1924,  Year Reconstructed: 1961,  Status: Closed,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 630 (year 2015),  Average Future Daily Traffic: 548 (year 2035),  Design Load: H 15,  Features Intersected: DIX RVR-HERRINGTON LAKE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.082,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,641,000,  Total Project Cost: $1,641,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11B00007N,  Location: 1 MI E-OF JCT US 150BUS. (Lat: 37.632222,  Lng: -84.732500),  Route carried "on" structure: State highway 52,  Year Built: 1954,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 4,230 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,510 (year 2038),  Design Load: H 20,  Features Intersected: CLARKS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.736,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $487,000,  Total Project Cost: $486,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11B00008N,  Location: .8 MI SOUTH OF HWY 52 (Lat: 37.623611,  Lng: -84.680278),  Route carried "on" structure: State highway 590,  Year Built: 1941,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 293 (year 2020),  Average Future Daily Traffic: 257 (year 2040),  Design Load: H 15,  Features Intersected: HANGING FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11B00009N,  Location: .45 MI E OF JCT KY 52 (Lat: 37.628611,  Lng: -84.745833),  Route carried "on" structure: US 150,  Year Built: 1951,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,121 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,902 (year 2039),  Design Load: H 20,  Features Intersected: CLARKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.950,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $500,000,  Total Project Cost: $499,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11B00011N,  Location: 1.7 MI E OF JCT KY 1822 (Lat: 37.612500,  Lng: -84.852778),  Route carried "on" structure: State highway 34,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 2,127 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,871 (year 2039),  Design Load: H 20,  Features Intersected: SALT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.421,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 28.2 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 11B00016N,  Location: .6 MI E OF JCT KY 1822 (Lat: 37.650556,  Lng: -84.863056),  Route carried "on" structure: US 150,  Year Built: 1964,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 7,219 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,991 (year 2038),  Design Load: HS 20,  Features Intersected: SALT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.507,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11B00030N,  Location: .40 MI NORTH JCT KY 52 (Lat: 37.638889,  Lng: -84.721389),  Route carried "on" structure: State highway 1805,  Year Built: 1960,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,350 (year 2019),  Average Future Daily Traffic: 1,188 (year 2039),  Design Load: H 15,  Features Intersected: CLARKS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.661,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11B00038L,  Location: .20 MI SOUTH OF JCT 37 (Lat: 37.618056,  Lng: -84.791944),  Route carried "on" structure: Bypass US 127,  Year Built: 1971,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 10,493 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,863 (year 2040),  Design Load: HS 20,  Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.584,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11B00039N,  Location: .20 MI S OF JCT KY 34 (Lat: 37.627222,  Lng: -84.796944),  Route carried "on" structure: Bypass US 127,  Year Built: 1971,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 20,986 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,726 (year 2040),  Design Load: H 20,  Features Intersected: CLARKS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.697,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 11B00040L,  Location: WBL .1M E OF JCT US150B (Lat: 37.617778,  Lng: -84.731111),  Route carried "on" structure: US 150,  Year Built: 1971,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 5,862 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,510 (year 2040),  Design Load: HS 20,  Features Intersected: BALLS FORK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.767,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11B00040R,  Location: EBL .1 MI.E JCT US150BY (Lat: 37.617500,  Lng: -84.731111),  Route carried "on" structure: US 150,  Year Built: 1971,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 5,862 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,510 (year 2040),  Design Load: HS 20,  Features Intersected: BALLS FORK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.751,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11B00043N,  Location: .2 MI W Of Maple Avenue (Lat: 37.645833,  Lng: -84.785278),  Route carried "on" structure: US 150,  Year Built: 1949,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 23.04m (75.59ft),  Average Daily Traffic: 13,173 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,250 (year 2039),  Design Load: H 20,  Features Intersected: NS RR AND HARDING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.477,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 43.1m (141.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,206,000,  Total Project Cost: $10,206,000,  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: 11B00047N,  Location: 1.3 MI. NOR.JCT.US 127 BP (Lat: 37.636111,  Lng: -84.774444),  Route carried "on" structure: US 127,  Year Built: 1983,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 8,208 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,633 (year 2039),  Design Load: HS 20,  Features Intersected: CLARK'S RUN,  Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $341,000,  Total Project Cost: $341,000,  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: 11B00050N,  Location: 0.6 MI S. JCT US 150 (Lat: 37.636111,  Lng: -84.775000),  Route carried "on" structure: US 127,  Year Built: 1987,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 7,115 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,616 (year 2040),  Design Load: HS 20,  Features Intersected: CLARKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.614,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $230,000,  Total Project Cost: $230,000,  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: 11B00052R,  Location: .9 MI N JCT 127 & US 150B (Lat: 37.618056,  Lng: -84.791389),  Route carried "on" structure: Bypass US 127,  Year Built: 1991,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 10,493 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,863 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.540,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11B00053N,  Location: WEST / GARRARD CO LINE (Lat: 37.677778,  Lng: -84.682778),  Route carried "on" structure: State highway 34,  Year Built: 1992,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 11,565 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,598 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HERRINGTON LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.598,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 115.8m (379.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: June 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: 11B00054N,  Location: 1.5 MI N - US 150 (Lat: 37.667222,  Lng: -84.767778),  Route carried "on" structure: State highway 33,  Year Built: 1992,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,457 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,215 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPEARS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.461,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 80.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020

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Structure Number: 11B00055N,  Location: .5 MI E JCT US 127 (Lat: 37.678056,  Lng: -84.781667),  Route carried "on" structure: State highway 2168,  Year Built: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 6,579 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,460 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.819,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11B00056N,  Location: 1.2 MI. N JCT US 127 (Lat: 37.682222,  Lng: -84.815556),  Route carried "on" structure: State highway 1915,  Year Built: 1996,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 179 (year 2020),  Average Future Daily Traffic: 155 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MOCKS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.960,  Lanes on structure: 2,  Owner: State 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: 5.9m (19.4ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11B00057N,  Location: 1.7 MI. N JCT US 150 (Lat: 37.669722,  Lng: -84.766667),  Route carried "on" structure: State highway 33,  Year Built: 1997,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,457 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,215 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPEARS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.760,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11B00058N,  Location: 1.3 MI NORTH US 127 (Lat: 37.663889,  Lng: -84.767778),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,457 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,215 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPEARS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.091,  Lanes on structure: 2,  Owner: State 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: 4.3m (14.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 81.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11B00061N,  Location: 0.4 MI E JCT KY 33 (Lat: 37.674722,  Lng: -84.757500),  Route carried "on" structure: State highway 2168,  Year Built: 2013,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 5,795 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,809 (year 2038),  Design Load: Greater than HL93,  Features Intersected: Spears Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11C00007N,  Location: .1 MI E OF JCT KY 1856 (Lat: 37.625833,  Lng: -84.940556),  Route carried "on" structure: County highway 1203,  Year Built: 1950,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 253 (year 2019),  Average Future Daily Traffic: 220 (year 2039),  Design Load: H 20,  Features Intersected: CHAPLIN RIVER,  Facility Carried by Structure: HARBRSON LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.522,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.7m (41.7ft),  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: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11C00036N,  Location: .5 MI. S. OF KY 34 (Lat: 37.611111,  Lng: -84.828611),  Route carried "on" structure: County highway 1102,  Year Built: 1981,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 919 (year 2019),  Average Future Daily Traffic: 799 (year 2039),  Design Load: HS 20,  Features Intersected: CLARKS RUN,  Facility Carried by Structure: ALUM SPRINGS CROSS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.580,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: 11C00040N,  Location: .2 MI S OF JCT US 150 BUS (Lat: 37.629444,  Lng: -84.751944),  Route carried "on" structure: City street 1185,  Year Built: 1986,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 5,478 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,094 (year 2040),  Design Load: HS 20,  Features Intersected: CLARKS RUN,  Facility Carried by Structure: GOSE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.303,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 13.6m (44.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11C00053N,  Location: .55 MI S OF JCT W/KY 1896 (Lat: 37.697500,  Lng: -84.775833),  Route carried "on" structure: County highway 1038,  Year Built: 1992,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 133 (year 2019),  Average Future Daily Traffic: 115 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MOCHS BRANCH,  Facility Carried by Structure: SOUTH BUSTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 14.2m (46.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: 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: 11C00069N,  Location: 1 MI E OF JCT KY 1822 (Lat: 37.625556,  Lng: -84.859722),  Route carried "on" structure: County highway 1002,  Year Built: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 140 (year 2019),  Average Future Daily Traffic: 121 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SALT RIVER,  Facility Carried by Structure: WEBSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.018,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  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: 11C00078N,  Location: 1.58 MI S OF US150 B (Lat: 37.600833,  Lng: -84.756944),  Route carried "on" structure: County highway 1135,  Year Built: 2014,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 61 (year 2038),  Features Intersected: Balls branch,  Facility Carried by Structure: Gose Pike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.536,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 11C00079N,  Location: 0.7 MI S OF JCT US 150 (Lat: 37.635278,  Lng: -84.771667),  Route carried "on" structure: City street 1160,  Year Built: 2019,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 5,780 (year 2020),  Average Future Daily Traffic: 5,375 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Clarks Run,  Facility Carried by Structure: South 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.165,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.5 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: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11R00601N,  Location: .2 MI S OF JCT KY 1896 (Lat: 37.702500,  Lng: -84.777778),  Route carried "on" structure: County highway 1038,  Year Built: 1935,  Status: Posted for load,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 133 (year 2019),  Average Future Daily Traffic: 115 (year 2039),  Features Intersected: NS (CNO&TP) SYSTEM,  Facility Carried by Structure: SOUTH BUSTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.066,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 8.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $273,000,  Total Project Cost: $273,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 69C00112N,  Location: .75 MI W JCT KY 590 (Lat: 37.609444,  Lng: -84.690833),  Route carried "on" structure: County highway 1322,  Year Built: 2001,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 54 (year 2019),  Average Future Daily Traffic: 46 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HANGING FORK,  Facility Carried by Structure: Fox Spoonamore RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.233,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11B00043N,  Location: .2 MI W Of Maple Avenue (Lat: 37.645833,  Lng: -84.785278),  Route carried "under" structure: City street 1086,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 18,468 (year 2006),  Features Intersected: NS RR AND HARDING ST,  Facility Carried by Structure: US-150
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.814,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.1m (141.4ft)

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Structure Number: 11B00043N,  Location: .2 MI W Of Maple Avenue (Lat: 37.645833,  Lng: -84.785278),  Route carried "under" structure: Other road 1008,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 18,468 (year 2006),  Features Intersected: NS RR AND HARDING ST,  Facility Carried by Structure: US-150
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.135,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.1m (141.4ft)

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Structure Number: 11R00600N,  Location: 1 MI N OF W-JCT US 150BUS (Lat: 37.661667,  Lng: -84.783889),  Route carried "under" structure: US 127,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 3,001 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 127,  Facility Carried by Structure: NS (CNO & TP) SYST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.322,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.3m (24.0ft)