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

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Structure Number: 25B00009N,  Location: 3 MI W OF MONTGOMERY C.L. (Lat: 38.035000,  Lng: -84.078333),  Route carried "on" structure: US 60,  Year Built: 1959,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 5,199 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,575 (year 2038),  Design Load: HS 20,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.656,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00015N,  Location: 1.0 MI S OF JCT W/KY 1958 (Lat: 37.980556,  Lng: -84.140833),  Route carried "on" structure: State highway 89,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,428 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,136 (year 2040),  Design Load: H 15,  Features Intersected: E FK FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.955,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00016N,  Location: 1.6 MI S OF JCT W/KY 1958 (Lat: 37.970556,  Lng: -84.133611),  Route carried "on" structure: State highway 89,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,428 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,136 (year 2040),  Design Load: H 15,  Features Intersected: BR OF E FK FOURMILE CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.637,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00025N,  Location: .25 MI S OF JCT W/KY 1958 (Lat: 37.973889,  Lng: -84.199444),  Route carried "on" structure: State highway 627,  Year Built: 1967,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 14,275 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,418 (year 2038),  Design Load: H 20,  Features Intersected: LOWER HOWARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 2021

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Structure Number: 25B00026N,  Location: .3 MI W OF JCT KY 1958 (Lat: 38.008056,  Lng: -84.213333),  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),  Features Intersected: STRODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.266,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  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: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00027N,  Location: 1.6 MI E OF JCT KY 1678 (Lat: 38.016944,  Lng: -84.244167),  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: HANCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.397,  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: Equal to present desirable 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: 25B00030N,  Location: 3.9 MI E OF JCT KY 1923 (Lat: 37.944444,  Lng: -84.146944),  Route carried "on" structure: State highway 974,  Year Built: 1951,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 482 (year 2019),  Average Future Daily Traffic: 424 (year 2039),  Design Load: H 15,  Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.993,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00031N,  Location: 4.3 MI E OF JCT KY 1923 (Lat: 37.938611,  Lng: -84.151944),  Route carried "on" structure: State highway 974,  Year Built: 1950,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 482 (year 2019),  Average Future Daily Traffic: 424 (year 2039),  Design Load: H 15,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00032N,  Location: 5.0 MI E OF JCT KY 1923 (Lat: 37.933889,  Lng: -84.161111),  Route carried "on" structure: State highway 974,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 482 (year 2019),  Average Future Daily Traffic: 424 (year 2039),  Design Load: H 15,  Features Intersected: BR OF FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.763,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 28.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00033N,  Location: 6.0 MI E OF JCT KY 1923 (Lat: 37.919444,  Lng: -84.164167),  Route carried "on" structure: State highway 974,  Year Built: 1950,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 482 (year 2019),  Average Future Daily Traffic: 424 (year 2039),  Design Load: H 15,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.471,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00044N,  Location: 1.5 MI E OF JCT KY 15 (Lat: 38.005278,  Lng: -84.137222),  Route carried "on" structure: State highway 1960,  Year Built: 1962,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,484 (year 2018),  Average Future Daily Traffic: 1,305 (year 2038),  Design Load: H 20,  Features Intersected: MOUNTAIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.345,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00045N,  Location: 2.0 MI EAST OF MTN PW OP (Lat: 38.010000,  Lng: -84.102500),  Route carried "on" structure: State highway 1960,  Year Built: 1967,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 799 (year 2019),  Average Future Daily Traffic: 703 (year 2039),  Design Load: H 20,  Features Intersected: LITTLE STONER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.464,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00051N,  Location: 1.6 MI E OF EXT 101 (Lat: 38.024444,  Lng: -84.120833),  Route carried "on" structure: County highway 1017,  Year Built: 1959,  Status: Posted for load,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 135 (year 2019),  Average Future Daily Traffic: 117 (year 2039),  Design Load: H 15,  Features Intersected: I-64,  Facility Carried by Structure: CABIN CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25B00052N,  Location: .2 MI W OF KY 1958 INTRCH (Lat: 38.012222,  Lng: -84.211944),  Route carried "on" structure: Interstate 64,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40,128 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 48,956 (year 2037),  Design Load: H 20,  Features Intersected: STRODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.328,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 25B00053N,  Location: 0.5 MI W OF KY 627 UNDPAS (Lat: 38.009444,  Lng: -84.181389),  Route carried "on" structure: Interstate 64,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 48,197 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 51,570 (year 2038),  Design Load: H 20,  Features Intersected: BR STRODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.169,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 25B00054N,  Location: .45 MI E OF KY 627 NTRCH (Lat: 38.014722,  Lng: -84.163889),  Route carried "on" structure: Interstate 64,  Year Built: 1962,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 30,556 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 37,278 (year 2040),  Design Load: H 20,  Features Intersected: HOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.817,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 25B00055N,  Location: WBL OVR I-64 INTERCHANGE (Lat: 38.019444,  Lng: -84.149167),  Route carried "on" structure: State highway 9000,  Year Built: 1962,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 12,941 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,164 (year 2040),  Design Load: H 20,  Features Intersected: I-64,  Facility Carried by Structure: MOUNTAIN PKY NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.312,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25B00056L,  Location: WBL 2.2 MI E-I64 NTRCH (Lat: 37.995833,  Lng: -84.118889),  Route carried "on" structure: State highway 9000,  Year Built: 1962,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,471 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20,  Features Intersected: MORRIS ROAD,  Facility Carried by Structure: MOUNTAIN PKY NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.337,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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: Latex Concrete

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Structure Number: 25B00056R,  Location: EBL 2.2 MI E-I64 NTRCH (Lat: 37.995556,  Lng: -84.118889),  Route carried "on" structure: State highway 9000,  Year Built: 1962,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,471 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20,  Features Intersected: MORRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.120,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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: Latex Concrete

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Structure Number: 25B00057L,  Location: WBL 2.2 MI E OF KY 1960 (Lat: 37.988056,  Lng: -84.100833),  Route carried "on" structure: State highway 9000,  Year Built: 1962,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 6,471 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20,  Features Intersected: OLD RR BED,  Facility Carried by Structure: MOUNTAIN PKY NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.107,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: Latex Concrete

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Structure Number: 25B00057R,  Location: EBL 2.2 MI E OF KY 1960 (Lat: 37.988056,  Lng: -84.101111),  Route carried "on" structure: State highway 9000,  Year Built: 1962,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 6,471 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20,  Features Intersected: OLD RR BED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Latex Concrete

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Structure Number: 25B00061N,  Location: 2.3 MI E. OF JCT KY 627 (Lat: 37.945556,  Lng: -84.192222),  Route carried "on" structure: State highway 1923,  Year Built: 1972,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 231 (year 2019),  Average Future Daily Traffic: 203 (year 2039),  Design Load: H 20,  Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25B00063N,  Location: 0.1 MI W OF JCT W/KY 1958 (Lat: 38.013611,  Lng: -84.211111),  Route carried "on" structure: County highway 1313,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 804 (year 2019),  Average Future Daily Traffic: 755 (year 2039),  Design Load: H 20,  Features Intersected: STRODES CREEK,  Facility Carried by Structure: KY 2888
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 25B00064N,  Location: .40 MI WEST OF JCT KY 627 (Lat: 37.946944,  Lng: -84.230278),  Route carried "on" structure: State highway 1923,  Year Built: 1964,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 407 (year 2020),  Average Future Daily Traffic: 358 (year 2040),  Design Load: H 15,  Features Intersected: LOWER HOWARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.367,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

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: 40.8 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25B00066N,  Location: .90 MI EAST OF JCT KY 627 (Lat: 37.935000,  Lng: -84.211944),  Route carried "on" structure: State highway 1923,  Year Built: 1969,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 231 (year 2019),  Average Future Daily Traffic: 203 (year 2039),  Design Load: H 20,  Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.649,  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  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: 25B00072N,  Location: .5 MI E OF JCT KY 1923 (Lat: 37.982500,  Lng: -84.173333),  Route carried "on" structure: State highway 974,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,579 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,468 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.864,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.7 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: 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: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25B00075N,  Location: 1.4 MI E. OF JCT KY 627 (Lat: 37.937778,  Lng: -84.205000),  Route carried "on" structure: State highway 1923,  Year Built: 1974,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 231 (year 2019),  Average Future Daily Traffic: 203 (year 2039),  Design Load: H 20,  Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.429,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.4 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,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25B00076N,  Location: 1.2 MI EAST OF JCT KY 627 (Lat: 37.936667,  Lng: -84.207500),  Route carried "on" structure: State highway 1923,  Year Built: 1975,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 231 (year 2019),  Average Future Daily Traffic: 203 (year 2039),  Design Load: H 20,  Features Intersected: TWO MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25B00077N,  Location: .7 MI.SOU.- JCT. KY 1958 (Lat: 37.968056,  Lng: -84.203611),  Route carried "on" structure: State highway 627,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 9,530 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,958 (year 2040),  Features Intersected: LOWER HOWARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.146,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $459,000,  Total Project Cost: $459,000

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Structure Number: 25B00078N,  Location: .20 MI SOUTH OF JCT US 60 (Lat: 37.994167,  Lng: -84.173056),  Route carried "on" structure: State highway 89,  Year Built: 1977,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 5,742 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,340 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.272,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $818,000,  Total Project Cost: $818,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25B00091N,  Location: 1 MI N OF JCT W/I-64 (Lat: 38.025278,  Lng: -84.175833),  Route carried "on" structure: State highway 627,  Year Built: 1984,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 2,856 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,656 (year 2038),  Design Load: HS 20,  Features Intersected: HOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.533,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 25B00094N,  Location: .5 MI W JCT KY 15 (Lat: 37.999722,  Lng: -84.173611),  Route carried "on" structure: US 60,  Year Built: 1990,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 4,139 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,849 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.845,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $446,000,  Total Project Cost: $446,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25B00095N,  Location: 2.3 MI S- BOURBON CO LINE (Lat: 38.060556,  Lng: -84.177500),  Route carried "on" structure: State highway 627,  Year Built: 1992,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 2,856 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,370 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WOODRUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.534,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 25B00096N,  Location: 3 MI N OF 099/025 C.L. (Lat: 37.939167,  Lng: -84.031667),  Route carried "on" structure: State highway 15,  Year Built: 1992,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 773 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 680 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: UPPER HOWARDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 25B00105N,  Location: 0.2 MI N OF JCT US 60 (Lat: 38.011111,  Lng: -84.208611),  Route carried "on" structure: State highway 1958,  Year Built: 2006,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 26,497 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 24,907 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.290,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 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: Somewhat better than minimum adequacy,  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: 25B00107N,  Location: 1.7 MI W OF JCT W/KY 1961 (Lat: 38.016944,  Lng: -84.156944),  Route carried "on" structure: US 60,  Year Built: 2011,  Status: Open,  Structure Length: 12.51m (41.04ft),  Average Daily Traffic: 1,925 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,694 (year 2040),  Design Load: Greater than HL93,  Features Intersected: I-64
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 14.367,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.1 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 25B00108N,  Location: 1MI W of US.60 OVERPASS (Lat: 38.011944,  Lng: -84.173889),  Route carried "on" structure: State highway 627,  Year Built: 2011,  Status: Open,  Structure Length: 8.34m (27.36ft),  Average Daily Traffic: 2,856 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,656 (year 2038),  Features Intersected: I-64
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 14.993,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 25C00001N,  Location: .2 MI S OF JCT KY 1960 (Lat: 38.003333,  Lng: -84.069722),  Route carried "on" structure: County highway 1006,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 134 (year 2019),  Average Future Daily Traffic: 116 (year 2039),  Design Load: HS 20,  Features Intersected: GEORGES BR OF STONER CR,  Facility Carried by Structure: STONER EPHESUS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.912,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  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: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than 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: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $114,000,  Total Project Cost: $114,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25C00032N,  Location: .4 MI S OF JCT KY 627 (Lat: 37.967222,  Lng: -84.209444),  Route carried "on" structure: County highway 1244,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 2,399 (year 2019),  Average Future Daily Traffic: 2,255 (year 2039),  Features Intersected: BR OF HOWARD CREEK,  Facility Carried by Structure: OLD BOONESBOROUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.616,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25C00033N,  Location: 2.3 MI N OF I-64 OP (Lat: 38.047778,  Lng: -84.208056),  Route carried "on" structure: County highway 1310,  Year Built: 1960,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 251 (year 2019),  Average Future Daily Traffic: 235 (year 2039),  Design Load: H 20,  Features Intersected: HANCOCK CREEK,  Facility Carried by Structure: VAN METER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.809,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $117,000,  Total Project Cost: $116,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25C00037N,  Location: .1 MI S-WINN AVE-KY 15 (Lat: 37.995833,  Lng: -84.168056),  Route carried "on" structure: City street 1041,  Year Built: 1955,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 953 (year 2019),  Average Future Daily Traffic: 886 (year 2039),  Design Load: H 20,  Features Intersected: ABANDONED CSX RR,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $274,000,  Total Project Cost: $273,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25C00050N,  Location: WEST of JCT KY 1958 (Lat: 38.000556,  Lng: -84.213889),  Route carried "on" structure: City street 1202,  Year Built: 1982,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,740 (year 2006),  Average Future Daily Traffic: 4,900 (year 2026),  Features Intersected: BR OF STRODES CREEK,  Facility Carried by Structure: WEST FULTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $176,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25C00052N,  Location: 1.6 MI E. JCT KY 974 (Lat: 37.952222,  Lng: -84.123333),  Route carried "on" structure: County highway 1129,  Year Built: 1990,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 120 (year 2019),  Average Future Daily Traffic: 104 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: E.FK FOUR MILE CK,  Facility Carried by Structure: LOGAN LICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  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: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous