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

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Structure Number: 87B00011N,  Location: 1.4 MI W OF N-JCT KY 11 (Lat: 38.094722,  Lng: -83.973611),  Route carried "on" structure: US 460,  Year Built: 1953,  Status: Posted for load,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,882 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,562 (year 2040),  Design Load: H 20,  Features Intersected: SOMERSET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.471,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.8 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,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00012N,  Location: 3.6 MI W OF N-JCT KY 11 (Lat: 38.102778,  Lng: -84.011667),  Route carried "on" structure: US 460,  Year Built: 1953,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,862 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,545 (year 2039),  Design Load: H 20,  Features Intersected: GRASSY LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.816,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00022N,  Location: 2.2 MI W OF US 460 NTRCH (Lat: 38.073333,  Lng: -83.992222),  Route carried "on" structure: State highway 713,  Year Built: 1960,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 1,191 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,048 (year 2040),  Design Load: H 20,  Features Intersected: I-64 UNDR KY 713,  Facility Carried by Structure: GRASSY LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.570,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00023N,  Location: 1.0 MI E. OF I-64 OP (Lat: 38.065833,  Lng: -83.974444),  Route carried "on" structure: State highway 713,  Year Built: 1968,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,191 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,048 (year 2040),  Design Load: H 20,  Features Intersected: SOMERSET CREEK,  Facility Carried by Structure: GRASSY LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00024L,  Location: WBL 1.2 MI E OF CLARK CL (Lat: 38.063611,  Lng: -84.020556),  Route carried "on" structure: Interstate 64,  Year Built: 1960,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 13,098 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,980 (year 2039),  Design Load: HS 20,  Features Intersected: PREWITT-GRASSY LICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.890,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $704,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00024R,  Location: EBL 1.2 MI E OF CLARK CL (Lat: 38.063333,  Lng: -84.020556),  Route carried "on" structure: Interstate 64,  Year Built: 1960,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 13,098 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,980 (year 2039),  Design Load: HS 20,  Features Intersected: PREWITT-GRASSY LICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.890,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $704,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00026N,  Location: 1.0 MI WEST OF KY 11 NTRC (Lat: 38.074444,  Lng: -83.970556),  Route carried "on" structure: Interstate 64,  Year Built: 1960,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 26,196 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,959 (year 2039),  Design Load: HS 20,  Features Intersected: SOMERSET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.532,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 99.8 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: July 2021

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Structure Number: 87B00027N,  Location: .75 MI EAST OF KY 11 NTRC (Lat: 38.082500,  Lng: -83.934167),  Route carried "on" structure: Interstate 64,  Year Built: 1958,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 25,766 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,569 (year 2039),  Design Load: HS 20,  Features Intersected: HINKSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.873,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 87B00030N,  Location: 1.8 MI N OF JCT US 60 (Lat: 38.085000,  Lng: -83.925556),  Route carried "on" structure: State highway 1991,  Year Built: 1960,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 695 (year 2018),  Average Future Daily Traffic: 604 (year 2038),  Design Load: H 20,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00032N,  Location: .70 MI N OF I-64 OP (Lat: 38.095833,  Lng: -83.921389),  Route carried "on" structure: State highway 1991,  Year Built: 1969,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 695 (year 2018),  Average Future Daily Traffic: 604 (year 2038),  Design Load: H 20,  Features Intersected: HINKSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.410,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 54.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00033N,  Location: 2.5 MI S OF JCT 537 (Lat: 38.098889,  Lng: -83.920278),  Route carried "on" structure: State highway 1991,  Year Built: 1969,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 695 (year 2018),  Average Future Daily Traffic: 604 (year 2038),  Design Load: H 20,  Features Intersected: HINKSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.777,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 98.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00035N,  Location: .70 MI S. OF I-64 OP (Lat: 38.076389,  Lng: -83.934444),  Route carried "on" structure: State highway 1991,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,246 (year 2040),  Design Load: Greater than HL93,  Features Intersected: HINKSTON CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.661,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.5 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: 59.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00040N,  Location: .25 MI E-QUEEN ST (Lat: 38.057778,  Lng: -83.936111),  Route carried "on" structure: US 60,  Year Built: 1948,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,297 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,786 (year 2039),  Design Load: H 20,  Features Intersected: HINKSTON CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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),  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $191,000,  Total Project Cost: $191,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87B00043N,  Location: 2.3 MI W OF KY 11 (Lat: 37.988889,  Lng: -83.976667),  Route carried "on" structure: State highway 646,  Year Built: 1975,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 464 (year 2019),  Average Future Daily Traffic: 403 (year 2039),  Design Load: HS 20,  Features Intersected: N.FK.LULBEGRUB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 87B00049N,  Location: 100 FT W OF JCT KY 11 (Lat: 38.039722,  Lng: -83.949444),  Route carried "on" structure: County highway 1227,  Year Built: 1983,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 585 (year 2012),  Average Future Daily Traffic: 549 (year 2032),  Design Load: HS 20,  Features Intersected: HINKSTON CREEK,  Facility Carried by Structure: FROGG PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  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: 4.3m (14.1ft)

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: 32.7 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: July 2021

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Structure Number: 87B00050N,  Location: 100 FT W OF S-JCT KY 11 (Lat: 38.041111,  Lng: -83.948333),  Route carried "on" structure: State highway 686,  Year Built: 1984,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 17,493 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,268 (year 2038),  Design Load: HS 20,  Features Intersected: HINKSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.403,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 87B00051N,  Location: 1 MI W OF JCT KY 1991 (Lat: 38.131944,  Lng: -83.930556),  Route carried "on" structure: State highway 537,  Year Built: 1975,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 362 (year 2019),  Average Future Daily Traffic: 318 (year 2039),  Design Load: HS 20,  Features Intersected: HINKSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.363,  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: 19.0m (62.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $207,000,  Total Project Cost: $206,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 87B00052N,  Location: 2.5 MI N JCT US460 (Lat: 38.127500,  Lng: -84.002222),  Route carried "on" structure: State highway 3362,  Year Built: 1986,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 54 (year 2020),  Average Future Daily Traffic: 46 (year 2040),  Design Load: HS 20,  Features Intersected: GRASSY LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.693,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.8 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: 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: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00053N,  Location: .3 MI S OF JCT KY 537 (Lat: 38.135000,  Lng: -83.994444),  Route carried "on" structure: State highway 3362,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 54 (year 2020),  Average Future Daily Traffic: 46 (year 2040),  Design Load: H 20,  Features Intersected: GRASSY LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $108,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87B00056N,  Location: 2-2 MI W -KY 686 (Lat: 38.044167,  Lng: -83.993333),  Route carried "on" structure: US 60,  Year Built: 1991,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 5,199 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,575 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SOMERSET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.425,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  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: 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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 87B00059N,  Location: .1 MI E JCT US 60 (Lat: 38.053889,  Lng: -83.942778),  Route carried "on" structure: US 460,  Year Built: 1997,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 6,081 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,655 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HINKSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.628,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 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: 87B00060N,  Location: .3 MI.E JCT KY 1331 (Lat: 38.088611,  Lng: -83.898611),  Route carried "on" structure: US 60,  Year Built: 2001,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 2,097 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,950 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.942,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 87B00065N,  Location: 150 FT S OF JCT KY 713 (Lat: 38.040556,  Lng: -83.894167),  Route carried "on" structure: State highway 646,  Year Built: 2005,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 323 (year 2018),  Average Future Daily Traffic: 281 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SPENCER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 87B00066N,  Location: .7 MI. S OF US W. 460 (Lat: 38.077778,  Lng: -83.949444),  Route carried "on" structure: US 460,  Year Built: 2007,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 19,785 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,400 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.938,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00070N,  Location: 100 FT E OF TENNEY AVE (Lat: 38.056389,  Lng: -83.936944),  Route carried "on" structure: State highway 713,  Year Built: 2020,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,257 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,169 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Hinkston Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.572,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 6.9m (22.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 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: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 87C00015N,  Location: 1 MI E OF BOURBON CO.LN. (Lat: 38.166111,  Lng: -83.990556),  Route carried "on" structure: County highway 1314,  Year Built: 1978,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 292 (year 2006),  Average Future Daily Traffic: 409 (year 2026),  Design Load: HS 20,  Features Intersected: PEYTONS LICK BRANCH,  Facility Carried by Structure: ROGERS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  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: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87C00025N,  Location: 100 FT N WYKAGYAL PL (Lat: 38.053611,  Lng: -83.938056),  Route carried "on" structure: City street 1006,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,789 (year 2018),  Average Future Daily Traffic: 1,663 (year 2038),  Design Load: HS 20,  Features Intersected: HINKSTON CREEK,  Facility Carried by Structure: SOUTH QUEEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87C00026N,  Location: .80 MI N OF JCT 537 (Lat: 38.141111,  Lng: -83.929722),  Route carried "on" structure: County highway 1018,  Year Built: 1980,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 66 (year 2014),  Average Future Daily Traffic: 2,034 (year 2034),  Design Load: HS 20,  Features Intersected: HINKSTON CREEK,  Facility Carried by Structure: TIPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.263,  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: 24.3m (79.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.25m (0.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $193,000,  Total Project Cost: $192,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87C00040N,  Location: .1 MI W PREWITT-GRASSY RD (Lat: 38.082222,  Lng: -84.022500),  Route carried "on" structure: County highway 1322,  Year Built: 1989,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 331 (year 2011),  Average Future Daily Traffic: 287 (year 2031),  Features Intersected: GRASSY LICK CREEK,  Facility Carried by Structure: DONALDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 16.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.4 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 corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87C00047N,  Location: .3 MI S. JCT KY 713 (Lat: 38.077222,  Lng: -84.020833),  Route carried "on" structure: County highway 1326,  Year Built: 1994,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 331 (year 2011),  Average Future Daily Traffic: 287 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: GRASSY CREEK,  Facility Carried by Structure: PREWITT-GRASSY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.921,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 10.0m (32.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87C00048N,  Location: 20' SOUTH JCT KY 713 (Lat: 38.081389,  Lng: -84.020278),  Route carried "on" structure: County highway 1326,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 331 (year 2011),  Average Future Daily Traffic: 287 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: GRASSY LICK CREEK,  Facility Carried by Structure: PREWITT-GRASSY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.378,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 9.9m (32.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87C00050N,  Location: 300' SOUTH OF JCT KY 713 (Lat: 38.055556,  Lng: -83.936944),  Route carried "on" structure: City street 1008,  Year Built: 2002,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 582 (year 2012),  Average Future Daily Traffic: 547 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: HINKSTON CREEK,  Facility Carried by Structure: TENNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.084,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87C00051N,  Location: 0.1 MI W OF JCT US 60E (Lat: 38.059444,  Lng: -83.933889),  Route carried "on" structure: City street 1073,  Year Built: 2007,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,975 (year 2018),  Average Future Daily Traffic: 2,766 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HINKSTON CREEK,  Facility Carried by Structure: EAST HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87B00022N,  Location: 2.2 MI W OF US 460 NTRCH (Lat: 38.073333,  Lng: -83.992222),  Route carried "under" structure: Interstate 64,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 26,196 (year 2019),  Truck Traffic: 19%,  Features Intersected: I-64 UNDR KY 713,  Facility Carried by Structure: GRASSY LICK ROAD
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 172.646,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 87B00024L,  Location: WBL 1.2 MI E OF CLARK CL (Lat: 38.063611,  Lng: -84.020556),  Route carried "under" structure: County highway 1326,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 221 (year 2006),  Features Intersected: PREWITT-GRASSY LICK RD,  Facility Carried by Structure: I-64 NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.384,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 87B00024R,  Location: EBL 1.2 MI E OF CLARK CL (Lat: 38.063333,  Lng: -84.020556),  Route carried "under" structure: County highway 1326,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 221 (year 2006),  Features Intersected: PREWITT-GRASSY LICK RD,  Facility Carried by Structure: I-64
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 3.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 87B00030N,  Location: 1.8 MI N OF JCT US 60 (Lat: 38.085000,  Lng: -83.925556),  Route carried "under" structure: Interstate 64,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 25,766 (year 2019),  Truck Traffic: 14%,  Features Intersected: I-64,  Facility Carried by Structure: KY-1991
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 178.674,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 87B00060N,  Location: .3 MI.E JCT KY 1331 (Lat: 38.088611,  Lng: -83.898611),  Route carried "under" structure: Interstate 64,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 16,339 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-64,  Facility Carried by Structure: US-60
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 181.077,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 87B00066N,  Location: .7 MI. S OF US W. 460 (Lat: 38.077778,  Lng: -83.949444),  Route carried "under" structure: Interstate 64,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 25,766 (year 2019),  Truck Traffic: 14%,  Features Intersected: I-64,  Facility Carried by Structure: KY 11 AND US 460
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.448,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 87X00001N,  Location: .4 MI EAST OF QUEEN ST (Lat: 38.057500,  Lng: -83.931389),  Route carried "under" structure: State highway 713,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 1,257 (year 2020),  Truck Traffic: 5%,  Features Intersected: CEMETER LOCUST ST /KY 71,  Facility Carried by Structure: EAST LOCUST STREET
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 11.058,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: 87X00002N,  Location: .5 MI N-MAIN ST-US 60 (Lat: 38.060278,  Lng: -83.943333),  Route carried "under" structure: US 460,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 10,771 (year 2017),  Truck Traffic: 5%,  Features Intersected: MAYSVILLE ST-MT STERLING,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 14.944,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)