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

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Structure Number: 22B00024N,  Location: .14 MI NOR. OF JCT US 60 (Lat: 38.295000,  Lng: -83.187500),  Route carried "on" structure: State highway 2531,  Year Built: 1932,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 460 (year 2016),  Average Future Daily Traffic: 400 (year 2036),  Design Load: H 15,  Features Intersected: PERRYS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.238,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 22B00026N,  Location: .8 MI N OF JCT KY 1620 (Lat: 38.276111,  Lng: -83.193889),  Route carried "on" structure: State highway 174,  Year Built: 1932,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,621 (year 2018),  Average Future Daily Traffic: 1,426 (year 2038),  Design Load: H 15,  Features Intersected: GARVIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.394,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 22B00027N,  Location: .05 MI E OF JCT KY 1620 (Lat: 38.267500,  Lng: -83.200000),  Route carried "on" structure: State highway 174,  Year Built: 1932,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,621 (year 2018),  Average Future Daily Traffic: 1,426 (year 2038),  Design Load: H 15,  Features Intersected: BR OF SOLDIER FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $78,000,  Total Project Cost: $77,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22B00028N,  Location: .25 MI W OF JCT KY 1620 (Lat: 38.266389,  Lng: -83.205833),  Route carried "on" structure: State highway 174,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,274 (year 2019),  Average Future Daily Traffic: 1,121 (year 2039),  Design Load: H 15,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.583,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable 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),  Length Of Structure Improvement: 0.26m (0.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $212,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 22B00033N,  Location: .20 MI SOU. OF JCT US 60 (Lat: 38.290278,  Lng: -83.189722),  Route carried "on" structure: State highway 174,  Year Built: 1969,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,621 (year 2018),  Average Future Daily Traffic: 1,426 (year 2038),  Design Load: HS 20,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.697,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.37m (1.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $357,000,  Total Project Cost: $357,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00035N,  Location: .2 MI E OF JCT KY 1025 (Lat: 38.308333,  Lng: -83.144722),  Route carried "on" structure: State highway 6062,  Year Built: 1927,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 36 (year 2020),  Average Future Daily Traffic: 31 (year 2040),  Design Load: H 15,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,029,000,  Total Project Cost: $1,029,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00043N,  Location: .2 MI W OF W-JCT KY 2078 (Lat: 38.287222,  Lng: -83.223333),  Route carried "on" structure: US 60,  Year Built: 1958,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 3,478 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,060 (year 2039),  Design Load: HS 20,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.083,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22B00067N,  Location: S @JCT KY 59 (Lat: 38.331111,  Lng: -83.208889),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 2,879 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,533 (year 2038),  Design Load: HS 20,  Features Intersected: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.775,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22B00087L,  Location: WBL 5 MI E OF KY 2 NTRCH (Lat: 38.326111,  Lng: -83.118056),  Route carried "on" structure: Interstate 64,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,874 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,386 (year 2040),  Design Load: HS 20,  Features Intersected: US 60 @COUNTS CROSSROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.861,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $712,000,  Total Project Cost: $712,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00087R,  Location: EBL 5 MI E OF KY 2 NTRCH (Lat: 38.325833,  Lng: -83.118333),  Route carried "on" structure: Interstate 64,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,874 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,386 (year 2040),  Design Load: HS 20,  Features Intersected: US 60 @COUNTS CROSSROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.845,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $712,000,  Total Project Cost: $712,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00090N,  Location: 2 MI W OF KY 2 NTRCH (Lat: 38.316944,  Lng: -83.241111),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,174 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,972 (year 2040),  Design Load: HS 20,  Features Intersected: SMITH RUN & SMITH RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.187,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Culverts: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $75,000,  Total Project Cost: $75,000

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Structure Number: 22B00091L,  Location: 2 MI E OF KY 2 NTRCH (Lat: 38.324444,  Lng: -83.177222),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,803 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1704
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.519,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $741,000,  Total Project Cost: $741,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00091R,  Location: 2 MI E OF KY 2 NTRCH (Lat: 38.324444,  Lng: -83.177500),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,803 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1704
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.489,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $741,000,  Total Project Cost: $741,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22B00092L,  Location: 2.2 MI WEST OF US 60 NTRC (Lat: 38.323056,  Lng: -83.157500),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Posted for load,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,803 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.311,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.37m (1.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $584,000,  Total Project Cost: $584,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00092R,  Location: 2.2 MI WEST OF US 60 NTRC (Lat: 38.323056,  Lng: -83.157500),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,803 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.291,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $608,000,  Total Project Cost: $608,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00095L,  Location: .50 MI WEST OF US 60 NTRC (Lat: 38.326111,  Lng: -83.128333),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,803 (year 2040),  Design Load: HS 20,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.976,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  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: 48.2m (158.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00095R,  Location: .50 MI WEST OF US 60 NTRC (Lat: 38.325833,  Lng: -83.128333),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 3,937 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,803 (year 2040),  Design Load: HS 20,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.955,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  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: 48.2m (158.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00101N,  Location: .05 MI SOU. OF I-64 UP (Lat: 38.322222,  Lng: -83.157222),  Route carried "on" structure: State highway 1025,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 569 (year 2019),  Average Future Daily Traffic: 500 (year 2039),  Features Intersected: TROUGH CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.946,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 22B00109N,  Location: .05 MI SOU. OF I-64 UP (Lat: 38.323889,  Lng: -83.178056),  Route carried "on" structure: State highway 1704,  Year Built: 1957,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 517 (year 2019),  Average Future Daily Traffic: 449 (year 2039),  Design Load: H 15,  Features Intersected: THROUGH CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.657,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 22B00111N,  Location: E @ JCT KY 2531 (Lat: 38.293333,  Lng: -83.185278),  Route carried "on" structure: US 60,  Year Built: 1960,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,104 (year 2038),  Design Load: HS 20,  Features Intersected: PERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.712,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00122N,  Location: 2.7 MI S.E. OF JCT US 60 (Lat: 38.291667,  Lng: -83.090556),  Route carried "on" structure: State highway 182,  Year Built: 1974,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 963 (year 2018),  Average Future Daily Traffic: 837 (year 2038),  Design Load: H 20,  Features Intersected: GRAHN FK OF LTTL SNKNG C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.400,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 8.5m (27.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22B00125N,  Location: 2.2 MI NOR. OF I-64 NTRCH (Lat: 38.355833,  Lng: -83.195278),  Route carried "on" structure: State highway 2,  Year Built: 1978,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,213 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,067 (year 2039),  Design Load: HS 20,  Features Intersected: SMOKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.496,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 92.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22B00127N,  Location: .10 MI SOU. OF JCT US 60 (Lat: 38.299444,  Lng: -83.173889),  Route carried "on" structure: State highway 986,  Year Built: 1978,  Status: Posted for load,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 1,223 (year 2020),  Average Future Daily Traffic: 1,076 (year 2040),  Design Load: HS 20,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.172,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00139N,  Location: .10 MI. SOU. - JCT.KY 174 (Lat: 38.265000,  Lng: -83.228889),  Route carried "on" structure: State highway 955,  Year Built: 1987,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 534 (year 2018),  Average Future Daily Traffic: 464 (year 2038),  Design Load: HS 20,  Features Intersected: SOLDIER FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.743,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $138,000,  Total Project Cost: $137,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22B00151N,  Location: 2.4 MI. SE JCT US 60 (Lat: 38.294167,  Lng: -83.092500),  Route carried "on" structure: State highway 182,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 963 (year 2018),  Average Future Daily Traffic: 837 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: GRAHN FORK-LITTLE SINKIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.728,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22B00153N,  Location: .05 MI. W JCT KY 1626 (Lat: 38.286111,  Lng: -83.240000),  Route carried "on" structure: US 60,  Year Built: 1998,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 3,478 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,060 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 92.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00161N,  Location: .360 mi E of Jct. KY 1025 (Lat: 38.310278,  Lng: -83.143889),  Route carried "on" structure: US 60,  Year Built: 2009,  Status: Open,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 5,426 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,774 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TYGARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.928,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: April 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: 22B00170N,  Location: 0.5 mile E jct w/ KY-1704 (Lat: 38.321667,  Lng: -83.170000),  Route carried "on" structure: State highway 6227,  Year Built: 2020,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 29 (year 2020),  Average Future Daily Traffic: 25 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Trough Camp Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 65.8 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: 50.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Aluminum,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 22C00015N,  Location: 1.6 MI W OF JCT KY 182 (Lat: 38.283611,  Lng: -83.109167),  Route carried "on" structure: County highway 1262,  Year Built: 1955,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 269 (year 2009),  Average Future Daily Traffic: 234 (year 2029),  Features Intersected: CORY BRANCH,  Facility Carried by Structure: CORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.721,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 22C00016N,  Location: 1.3 MI W OF JCT KY 182 (Lat: 38.282500,  Lng: -83.103056),  Route carried "on" structure: County highway 1262,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 269 (year 2009),  Average Future Daily Traffic: 234 (year 2029),  Features Intersected: CORY BRANCH,  Facility Carried by Structure: CORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.171,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: 22C00017N,  Location: .1 MI S OF JCT KY 174 (Lat: 38.265833,  Lng: -83.220833),  Route carried "on" structure: County highway 1294,  Year Built: 1973,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 159 (year 2009),  Average Future Daily Traffic: 138 (year 2029),  Design Load: H 20,  Features Intersected: SOLDIER FK. CREEK,  Facility Carried by Structure: MUSHROOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.132,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 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 desirable 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: Monolithic Concrete

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Structure Number: 22C00023N,  Location: OVER HENDERSON BRANCH (Lat: 38.300278,  Lng: -83.180833),  Route carried "on" structure: City street 2065,  Year Built: 1947,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 263 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 263 (year 2029),  Features Intersected: HENDERSON BRANCH,  Facility Carried by Structure: HENDERSON BRANCH R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.119,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: September 2020

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Structure Number: 22C00024N,  Location: OVER HENDERSON BRANCH (Lat: 38.302222,  Lng: -83.182222),  Route carried "on" structure: City street 2065,  Year Built: 1947,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 250 (year 2006),  Average Future Daily Traffic: 250 (year 2026),  Features Intersected: HENDERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.346,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  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: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 22C00033N,  Location: .4 MI W KY 2 (Lat: 38.358611,  Lng: -83.203333),  Route carried "on" structure: County highway 1457,  Year Built: 1991,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 268 (year 2009),  Average Future Daily Traffic: 233 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: SMOKEY CREEK,  Facility Carried by Structure: SMOKY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.671,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  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: 14.1m (46.3ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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 minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22C00040N,  Location: .5 MI-E. JCT KY 2 (Lat: 38.352778,  Lng: -83.189167),  Route carried "on" structure: County highway 1464,  Year Built: 1995,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 44 (year 2009),  Average Future Daily Traffic: 38 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: SMOKY CREEK,  Facility Carried by Structure: SMOKY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.761,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 11.6m (38.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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 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: Bituminous

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Structure Number: 22C00044N,  Location: .820 MI N OF JCT. KY 2 (Lat: 38.353333,  Lng: -83.179722),  Route carried "on" structure: County highway 1464,  Year Built: 1997,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 44 (year 2009),  Average Future Daily Traffic: 38 (year 2029),  Features Intersected: OVER SMOKEY CREEK,  Facility Carried by Structure: SMOKY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.871,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 1 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: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 22C00061N,  Location: 836' E. of Jct KY 1025 (Lat: 38.320000,  Lng: -83.150278),  Route carried "on" structure: County highway 1862,  Year Built: 2000,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20 (year 2011),  Average Future Daily Traffic: 25 (year 2031),  Features Intersected: TYGARTS CREEK,  Facility Carried by Structure: ALLIS CHALMERS DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 22C00070N,  Location: 45' WEST OF KY2531 (Lat: 38.295278,  Lng: -83.187778),  Route carried "on" structure: County highway 1821,  Year Built: 1990,  Status: Posted for load,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 250 (year 2018),  Average Future Daily Traffic: 305 (year 2038),  Design Load: H 20,  Features Intersected: LITTLE PERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  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: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22B00067N,  Location: S @JCT KY 59 (Lat: 38.331111,  Lng: -83.208889),  Route carried "under" structure: Interstate 64,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,174 (year 2020),  Truck Traffic: 22%,  Features Intersected: I 64,  Facility Carried by Structure: KY-2
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 251.478,  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: 22B00087L,  Location: WBL 5 MI E OF KY 2 NTRCH (Lat: 38.326111,  Lng: -83.118056),  Route carried "under" structure: US 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,628 (year 2018),  Truck Traffic: 6%,  Features Intersected: US 60 @COUNTS CROSSROADS,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 21.449,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 22B00087R,  Location: EBL 5 MI E OF KY 2 NTRCH (Lat: 38.325833,  Lng: -83.118333),  Route carried "under" structure: US 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,874 (year 2019),  Truck Traffic: 5%,  Features Intersected: US 60 @COUNTS CROSSROADS,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 21.420,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 22B00090N,  Location: 2 MI W OF KY 2 NTRCH (Lat: 38.316944,  Lng: -83.241111),  Route carried "under" structure: County highway 1354,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2006),  Features Intersected: SMITH RUN & SMITH RUN RD,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 4.075,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 22B00091L,  Location: 2 MI E OF KY 2 NTRCH (Lat: 38.324444,  Lng: -83.177222),  Route carried "under" structure: State highway 1704,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 517 (year 2019),  Features Intersected: KY 1704,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 22B00091R,  Location: 2 MI E OF KY 2 NTRCH (Lat: 38.324444,  Lng: -83.177500),  Route carried "under" structure: State highway 1704,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 517 (year 2019),  Features Intersected: KY 1704,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 22B00092L,  Location: 2.2 MI WEST OF US 60 NTRC (Lat: 38.323056,  Lng: -83.157500),  Route carried "under" structure: State highway 1025,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 569 (year 2019),  Features Intersected: KY 1025,  Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 22B00092R,  Location: 2.2 MI WEST OF US 60 NTRC (Lat: 38.323056,  Lng: -83.157500),  Route carried "under" structure: State highway 1025,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 569 (year 2019),  Features Intersected: KY 1025,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 1.994,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)