Bridge Statistics for Lexington-Fayette, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 9B00032N,  Location: 2.5 MI N OF JCT US 460 (Lat: 38.257500,  Lng: -84.373333),  Route carried "on" structure: State highway 353,  Year Built: 1966,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,552 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,365 (year 2040),  Design Load: H 20,  Features Intersected: TOWNSEND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.858,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 96.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9B00040N,  Location: 1.1 MI N JCT US 27 (Lat: 38.137222,  Lng: -84.334167),  Route carried "on" structure: State highway 1939,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 448 (year 2020),  Average Future Daily Traffic: 394 (year 2040),  Design Load: H 20,  Features Intersected: HOUSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.801,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  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: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $154,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9B00046N,  Location: .25 MI N of JCT KY 57 (Lat: 38.089444,  Lng: -84.268333),  Route carried "on" structure: State highway 1678,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,616 (year 2018),  Average Future Daily Traffic: 1,422 (year 2038),  Design Load: H 20,  Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.097,  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: 8.2m (26.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 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: Better than 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: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9B00054N,  Location: .7 MI N OF JCT US 460 (Lat: 38.229722,  Lng: -84.344722),  Route carried "on" structure: State highway 1876,  Year Built: 1981,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 507 (year 2018),  Average Future Daily Traffic: 446 (year 2038),  Design Load: HS 20,  Features Intersected: COOPER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.067,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: Febuary 2020

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Structure Number: 9B00064N,  Location: 1.6 MI.S. JCT 1939 (Lat: 38.113889,  Lng: -84.301111),  Route carried "on" structure: State highway 2335,  Year Built: 1993,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 445 (year 2018),  Average Future Daily Traffic: 387 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HUTCHINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9B00069L,  Location: 4.1 MI S US 68 BYPASS (Lat: 38.155556,  Lng: -84.335833),  Route carried "on" structure: US 27,  Year Built: 2001,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,440 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,113 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BRANCH-HINKSTON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 9B00069R,  Location: 4.1 MI S-US 68 BYPASS (Lat: 38.155278,  Lng: -84.335556),  Route carried "on" structure: US 27,  Year Built: 2001,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,440 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,113 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BRANCH-HINKSTON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 9C00078N,  Location: .05 MI W JCT KY 353 (Lat: 38.249444,  Lng: -84.378333),  Route carried "on" structure: County highway 1316,  Year Built: 1999,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 330 (year 2009),  Average Future Daily Traffic: 287 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: TOWNSEND CREEK,  Facility Carried by Structure: HAWKINS-CUMMINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.928,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 20.9m (68.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.2 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 9C00081N,  Location: .78 MI S OF JCT W/KY 1970 (Lat: 38.112833,  Lng: -84.345833),  Route carried "on" structure: County highway 1205,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 410 (year 2009),  Average Future Daily Traffic: 356 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: HOUSTON CREEK,  Facility Carried by Structure: HOUSTON-ANTIOCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.167,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9C00084N,  Location: .7 MI N OF JCT US 460 (Lat: 38.231944,  Lng: -84.358889),  Route carried "on" structure: County highway 1316,  Year Built: 2016,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 243 (year 2009),  Average Future Daily Traffic: 211 (year 2029),  Design Load: Greater than HL93,  Features Intersected: COOPER RUN,  Facility Carried by Structure: HAWKINS-CUMMINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 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 corrective action,  Approach Roadway Alignment: Better than 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: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9C00088N,  Location: 2 MI S OF JCT 27-68 (Lat: 38.118611,  Lng: -84.347500),  Route carried "on" structure: County highway 1205,  Year Built: 2020,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 410 (year 2020),  Average Future Daily Traffic: 2,040 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Houston Creek,  Facility Carried by Structure: Houston-Antioch Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.4m (14.4ft),  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: 13.7m (44.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.7 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: 51.5 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25B00028N,  Location: .7 MI E OF JCT KY 1678 (Lat: 38.022500,  Lng: -84.260278),  Route carried "on" structure: US 60,  Year Built: 1937,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,371 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,925 (year 2040),  Design Load: H 15,  Features Intersected: WOLFE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.840,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00041N,  Location: 1.0 MI W. OF JCT KY 627 (Lat: 37.918333,  Lng: -84.273333),  Route carried "on" structure: State highway 418,  Year Built: 1952,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 753 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 662 (year 2039),  Design Load: H 15,  Features Intersected: LOWER HOWARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $393,000,  Total Project Cost: $393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00079N,  Location: .75 MI E OF JCT KY 1927 (Lat: 37.996111,  Lng: -84.307500),  Route carried "on" structure: State highway 1923,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 904 (year 2019),  Average Future Daily Traffic: 795 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB. OF BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  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: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25B00080N,  Location: .98 MI E OF JCT KY 1927 (Lat: 37.983611,  Lng: -84.302222),  Route carried "on" structure: State highway 1923,  Year Built: 1979,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 904 (year 2019),  Average Future Daily Traffic: 795 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB OF BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.734,  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: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25B00083N,  Location: E FAYETTE-CLARK CO LINE (Lat: 37.931667,  Lng: -84.340000),  Route carried "on" structure: State highway 418,  Year Built: 1976,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 844 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 742 (year 2038),  Design Load: HS 20,  Features Intersected: BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.2 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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $242,000,  Total Project Cost: $241,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00086N,  Location: 1 MI E OF JCT KY 1923 (Lat: 38.006389,  Lng: -84.298056),  Route carried "on" structure: State highway 1927,  Year Built: 1975,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,824 (year 2020),  Average Future Daily Traffic: 1,605 (year 2040),  Design Load: HS 20,  Features Intersected: FORK OF BOONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25B00103N,  Location: .4 MI. N. JCT US 60 (Lat: 38.034722,  Lng: -84.273333),  Route carried "on" structure: State highway 1678,  Year Built: 2005,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 1,256 (year 2020),  Average Future Daily Traffic: 1,168 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 1678 OVER I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.974,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34B00001N,  Location: 1.2 MI S OF JCT KY 1973 (Lat: 38.131111,  Lng: -84.528889),  Route carried "on" structure: US 25,  Year Built: 1963,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 18,341 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,057 (year 2040),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.652,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00002N,  Location: 2.75 MI N OF NEW CIRCL RD (Lat: 38.114722,  Lng: -84.520833),  Route carried "on" structure: US 25,  Year Built: 1964,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 18,341 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,057 (year 2040),  Design Load: H 20,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.627,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00003N,  Location: .1 MI S OF B-2 OVR I64 (Lat: 38.112222,  Lng: -84.519722),  Route carried "on" structure: US 25,  Year Built: 1964,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 18,341 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,057 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP A OF I-75 & I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.338,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $616,000,  Total Project Cost: $615,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00004N,  Location: .09 MI N OF I-64 OP (Lat: 38.116111,  Lng: -84.521111),  Route carried "on" structure: US 25,  Year Built: 1964,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 18,341 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,057 (year 2040),  Design Load: H 20,  Features Intersected: FORK OF CANE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.759,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: May 2021

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Structure Number: 34B00005N,  Location: @SCOTT CL-.1MI N OF US25 (Lat: 38.156389,  Lng: -84.545278),  Route carried "on" structure: State highway 1963,  Year Built: 1972,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,015 (year 2020),  Average Future Daily Traffic: 2,803 (year 2040),  Design Load: H 20,  Features Intersected: BR OF CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 2 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: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: May 2021

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Structure Number: 34B00007N,  Location: 1 MI E OF JCT KY 1425 (Lat: 38.034167,  Lng: -84.378889),  Route carried "on" structure: US 60,  Year Built: 1952,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,374 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,100 (year 2038),  Design Load: H 20,  Features Intersected: DAVID CREEK,  Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.970,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 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: May 2021

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Structure Number: 34B00008N,  Location: .1 MI W OF JCT KY 1973 (Lat: 37.924722,  Lng: -84.371111),  Route carried "on" structure: US 25,  Year Built: 1963,  Status: Posted for load,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 3,934 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,461 (year 2038),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: RICHMOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.295,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00009N,  Location: 2.25 MI S OF JCT KY 1973 (Lat: 37.891944,  Lng: -84.350556),  Route carried "on" structure: US 25,  Year Built: 1963,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 3,934 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,461 (year 2038),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: RICHMOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00010N,  Location: @MADISON CO.LN. (Lat: 37.887222,  Lng: -84.338333),  Route carried "on" structure: State highway 2328,  Year Built: 1871,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 1,820 (year 2018),  Average Future Daily Traffic: 1,583 (year 2038),  Design Load: H 10,  Features Intersected: KENTUCKY RVR NR CLAYS FR
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 14.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.35m (4.43ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $1,096,000,  Total Project Cost: $1,096,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 34B00012N,  Location: 1.1 MI EAST OF KY 4-W-NTR (Lat: 38.047778,  Lng: -84.540278),  Route carried "on" structure: US 60,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,906 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,711 (year 2040),  Design Load: H 15,  Features Intersected: VAUGHNS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.772,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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: Satisfactory,  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: May 2021

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Structure Number: 34B00013N,  Location: .80 MI EAST OF KY 4-W-NTR (Lat: 38.046944,  Lng: -84.551111),  Route carried "on" structure: US 60,  Year Built: 1971,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 23,058 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,674 (year 2040),  Design Load: H 15,  Features Intersected: WOLFE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.803,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 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: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00014N,  Location: .50 MI EAST OF KY 4-W-NTR (Lat: 38.046389,  Lng: -84.555833),  Route carried "on" structure: US 60,  Year Built: 1971,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 23,058 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,674 (year 2040),  Design Load: H 15,  Features Intersected: HARRISON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.365,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  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,  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: May 2021

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Structure Number: 34B00018N,  Location: 1 MI S OF JCT KY 1977 (Lat: 38.097778,  Lng: -84.566111),  Route carried "on" structure: US 421,  Year Built: 1935,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,527 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,790 (year 2038),  Design Load: H 15,  Features Intersected: FORK OF TOWN BRANCH,  Facility Carried by Structure: LEESTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.155,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00020N,  Location: .3 MI N OF JCT KY 859 (Lat: 38.070556,  Lng: -84.322222),  Route carried "on" structure: State highway 57,  Year Built: 1943,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 3,822 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,363 (year 2040),  Design Load: H 20,  Features Intersected: BR OF NO.FK.ELKHORN CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.354,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: May 2021

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Structure Number: 34B00022L,  Location: SBL OVR US 60 W-NTRCH (Lat: 38.045556,  Lng: -84.565833),  Route carried "on" structure: State highway 4,  Year Built: 1966,  Status: Posted for load,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 29,878 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,164 (year 2040),  Design Load: HS 20,  Features Intersected: US 60 -VERSAILLES RD,  Facility Carried by Structure: W NEW CIRCLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.483,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.0 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,231,000,  Total Project Cost: $1,230,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00022R,  Location: NBL OVR US 60 W-NTRCH (Lat: 38.045556,  Lng: -84.565556),  Route carried "on" structure: State highway 4,  Year Built: 1966,  Status: Posted for load,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 29,878 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,164 (year 2040),  Design Load: HS 20,  Features Intersected: US 60 -VERSAILLES RD,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.446,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,231,000,  Total Project Cost: $1,230,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00023L,  Location: SBL .6 MI S US60 W-NTRCH (Lat: 38.035278,  Lng: -84.567222),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 27,393 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,406 (year 2040),  Design Load: HS 20,  Features Intersected: PARKERS MILL ROAD,  Facility Carried by Structure: W NEW CIRCLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.268,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $709,000,  Total Project Cost: $709,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00023R,  Location: NBL .6 MI S US60 W-NTRCH (Lat: 38.035278,  Lng: -84.567222),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 27,393 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,406 (year 2040),  Design Load: HS 20,  Features Intersected: PARKERS MILL ROAD,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.238,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $709,000,  Total Project Cost: $709,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00024L,  Location: EBL OVR US 68 S-NTRCH (Lat: 38.015556,  Lng: -84.551389),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 27,393 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,406 (year 2040),  Design Load: HS 20,  Features Intersected: US 68(HARRODSBURG ROAD),  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.619,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $932,000,  Total Project Cost: $932,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00024R,  Location: WBL OVR US 68 S-NTRCH (Lat: 38.015833,  Lng: -84.551111),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 27,393 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,406 (year 2040),  Design Load: HS 20,  Features Intersected: US 68(HARRODSBURG ROAD),  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.613,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00025L,  Location: SBL .8 MI S US68 S-NTRCH (Lat: 38.003889,  Lng: -84.544167),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 29,875 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,161 (year 2039),  Design Load: HS 20,  Features Intersected: CLAYS MILL ROAD,  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.134,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $719,000,  Total Project Cost: $718,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00025R,  Location: NBL .8 MI S US68 S-NTRCH (Lat: 38.004167,  Lng: -84.543889),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 29,875 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,161 (year 2039),  Design Load: HS 20,  Features Intersected: CLAYS MILL ROAD,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.132,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $719,000,  Total Project Cost: $718,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00026N,  Location: 2.4 MI N OF JESSAMINE C.L (Lat: 37.996389,  Lng: -84.521667),  Route carried "on" structure: US 27,  Year Built: 1967,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 63,740 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,915 (year 2039),  Design Load: HS 20,  Features Intersected: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.896,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete