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

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Structure Number: 34C00080N,  Location: E. OF SUMMERVILLE DR (Lat: 38.044167,  Lng: -84.535000),  Route carried "on" structure: City street 4669,  Year Built: 2010,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,746 (year 2012),  Average Future Daily Traffic: 2,032 (year 2032),  Features Intersected: VAUGHNS BRANCH,  Facility Carried by Structure: PINE MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021

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Structure Number: 34C00081N,  Location: E. OF BEACON HILL RD. (Lat: 38.042500,  Lng: -84.533056),  Route carried "on" structure: City street 4833,  Year Built: 2010,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,185 (year 2012),  Average Future Daily Traffic: 2,032 (year 2032),  Features Intersected: VAUGHNS BRANCH,  Facility Carried by Structure: SUMMERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.446,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021

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Structure Number: 34C00082L,  Location: .6 MI E US 421 (Lat: 38.087778,  Lng: -84.539722),  Route carried "on" structure: State highway 1878,  Year Built: 2016,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 7,089 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,089 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRACKTOWN BRANCH,  Facility Carried by Structure: CITATION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.077,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34C00082R,  Location: .6 MI E US 421 (Lat: 38.087778,  Lng: -84.540000),  Route carried "on" structure: State highway 1878,  Year Built: 2016,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 7,089 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,089 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRACKTOWN BRANCH,  Facility Carried by Structure: CITATION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.077,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34C00083L,  Location: 0.28 MI E OF KY 1978 (Lat: 38.095278,  Lng: -84.522500),  Route carried "on" structure: State highway 1878,  Year Built: 2016,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 8,249 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,249 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: CITATION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34C00083R,  Location: 0.28 MI E OF KY 1978 (Lat: 38.095278,  Lng: -84.522500),  Route carried "on" structure: State highway 1878,  Year Built: 2016,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 8,249 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,249 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: CITATION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34C00084N,  Location: .2 MI E JCT US 421 (Lat: 38.089722,  Lng: -84.546389),  Route carried "on" structure: City street 1233,  Year Built: 2000,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 4,269 (year 2017),  Average Future Daily Traffic: 4,269 (year 2037),  Features Intersected: FORK OF TOWN BRANCH,  Facility Carried by Structure: LUCILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: 34C00085N,  Location: W@JCT-TATES CR RD-KY1974 (Lat: 37.993056,  Lng: -84.495278),  Route carried "on" structure: City street 3605,  Year Built: 2019,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 3,972 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,693 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Branch - Hickman Creek,  Facility Carried by Structure: Malabu Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.697,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 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: 87.5 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34C00086N,  Location: .1 MI W OF JCT KY 1974 (Lat: 37.974167,  Lng: -84.499444),  Route carried "on" structure: City street 7038,  Year Built: 2019,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 9,297 (year 2020),  Average Future Daily Traffic: 8,646 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: West Hickman creek,  Facility Carried by Structure: Wilson Downing Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.689,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.1 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: 60.9 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: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34C00087N,  Location: 05 MI WEST OF JCT KY 1974 (Lat: 37.977500,  Lng: -84.505833),  Route carried "on" structure: City street 7038,  Year Built: 2019,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 9,297 (year 2020),  Average Future Daily Traffic: 8,646 (year 2040),  Design Load: Greater than HL93,  Features Intersected: WEST HICKMAN TRIB,  Facility Carried by Structure: WILSON DOWNING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.042,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Very good,  Culverts: Very good,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 34C00088N,  Location: .2MI W OF KY 922 (Lat: 38.073889,  Lng: -84.490833),  Route carried "on" structure: Other road 2021,  Year Built: 2020,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 300 (year 2020),  Average Future Daily Traffic: 366 (year 2040),  Design Load: Greater than HL93,  Features Intersected: KY 4 NEW CIRCLE RD,  Facility Carried by Structure: LEXMARK ACCES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.158,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Private,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 60.9 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: 47.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34C00089N,  Location: .8 MI N OF JCT US 60 (Lat: 38.050556,  Lng: -84.420833),  Route carried "on" structure: County highway 1001,  Year Built: 2021,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,578 (year 2011),  Average Future Daily Traffic: 2,242 (year 2031),  Design Load: Greater than HL93,  Features Intersected: David Fork-N. Elkhorn,  Facility Carried by Structure: Hume Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.612,  Lanes on structure: 2,  Owner: County 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: 19.1m (62.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.6 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: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34C00090N,  Location: .6 MI WEST OF KY 1974 (Lat: 37.959722,  Lng: -84.503611),  Route carried "on" structure: City street 3198,  Year Built: 1993,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 8,490 (year 2017),  Average Future Daily Traffic: 7,895 (year 2037),  Design Load: HS 20,  Features Intersected: WEST HICKMAN CREEK,  Facility Carried by Structure: CLEARWATER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.898,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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

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Structure Number: 57B00010N,  Location: .8 MI N OF JCT KY 1974 (Lat: 37.874167,  Lng: -84.454444),  Route carried "on" structure: State highway 169,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 1,413 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,243 (year 2039),  Design Load: HS 20,  Features Intersected: MARBLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.743,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

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: 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: January 2021

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Structure Number: 57B00019N,  Location: 2.5 MI EAST OF JCT US 27 (Lat: 37.934444,  Lng: -84.502222),  Route carried "on" structure: State highway 1980,  Year Built: 1974,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,734 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,612 (year 2040),  Design Load: HS 20,  Features Intersected: WEST HICKMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.160,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 57C00038N,  Location: .3 MI N JCT KY 1980 (Lat: 37.973056,  Lng: -84.573056),  Route carried "on" structure: County highway 1016,  Year Built: 1991,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 6,341 (year 2019),  Average Future Daily Traffic: 5,897 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BR-SOUTH ELKHORN,  Facility Carried by Structure: CLAYS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57C00044N,  Location: .1 MI N JCT KY 1980 (Lat: 37.969167,  Lng: -84.568889),  Route carried "on" structure: County highway 1017,  Year Built: 1994,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 203 (year 2006),  Average Future Daily Traffic: 208 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: BRANCH-SOUTH ELKHORN,  Facility Carried by Structure: BRANWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57C00047N,  Location: 1.0 MI N. JCT KY 169 (Lat: 37.905833,  Lng: -84.499167),  Route carried "on" structure: County highway 1010,  Year Built: 1997,  Status: Posted for load,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 133 (year 2009),  Average Future Daily Traffic: 115 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: EAST HICKMAN CREEK,  Facility Carried by Structure: MACKEY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.322,  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: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 76B00030N,  Location: .75 MI S OF JCT KY 1156 (Lat: 37.832222,  Lng: -84.419444),  Route carried "on" structure: State highway 169,  Year Built: 1954,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 346 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 304 (year 2040),  Design Load: H 20,  Features Intersected: TATES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.719,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 76B00039N,  Location: @N-JCT I-75 & US 421 (Lat: 37.876389,  Lng: -84.333056),  Route carried "on" structure: US 25,  Year Built: 1962,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 2,934 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,581 (year 2039),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.186,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 76B00070N,  Location: 50' W OF JCT KY 169 (Lat: 37.796389,  Lng: -84.399167),  Route carried "on" structure: State highway 1985,  Year Built: 1968,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 328 (year 2018),  Average Future Daily Traffic: 285 (year 2038),  Design Load: H 20,  Features Intersected: TATES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.375,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 76B00079N,  Location: .05 MI S OF JCT KY 169 (Lat: 37.843611,  Lng: -84.424444),  Route carried "on" structure: State highway 1156,  Year Built: 1978,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 229 (year 2018),  Average Future Daily Traffic: 201 (year 2038),  Design Load: H 20,  Features Intersected: TATES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.938,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76B00120N,  Location: .6M S OF KY 1156 (Lat: 37.834167,  Lng: -84.420833),  Route carried "on" structure: State highway 169,  Year Built: 2018,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 346 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 304 (year 2040),  Design Load: Greater than HL93,  Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 76.1 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: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 76B00123N,  Location: .1 Mi E of JCT US25&421 (Lat: 37.843611,  Lng: -84.327222),  Route carried "on" structure: State highway 627,  Year Built: 2020,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 6,426 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,041 (year 2041),  Design Load: Greater than HL93,  Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.212,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.5 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: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76C00048N,  Location: 1.1MI N-JCT I-75 (Lat: 37.887222,  Lng: -84.314167),  Route carried "on" structure: County highway 1319,  Year Built: 1978,  Status: Posted for load,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 507 (year 2009),  Average Future Daily Traffic: 441 (year 2029),  Features Intersected: CALLOWAY CREEK,  Facility Carried by Structure: SIMPSON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.779,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $75,000,  Total Project Cost: $75,000

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Structure Number: 76C00085N,  Location: 1.0 MI N JCT I 75 (Lat: 37.884722,  Lng: -84.317222),  Route carried "on" structure: County highway 1319,  Year Built: 1997,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 755 (year 2009),  Average Future Daily Traffic: 656 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: SMITH FORK,  Facility Carried by Structure: SIMPSON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.409,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.5 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76C00089N,  Location: .1 MI E JCT KY 169 (Lat: 37.849167,  Lng: -84.430833),  Route carried "on" structure: County highway 1327,  Year Built: 1999,  Status: Posted for load,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 33 (year 2006),  Average Future Daily Traffic: 42 (year 2026),  Features Intersected: TATES CREEK,  Facility Carried by Structure: TATTLERS BRANCH RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105B00052N,  Location: .6 MI N OF JCT KY 1962 (Lat: 38.193333,  Lng: -84.483611),  Route carried "on" structure: State highway 922,  Year Built: 1969,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,797 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,581 (year 2038),  Design Load: H 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.081,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105B00053N,  Location: .50 MI SOU. OF JCT US 460 (Lat: 38.213056,  Lng: -84.480833),  Route carried "on" structure: State highway 922,  Year Built: 1970,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,797 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,581 (year 2038),  Design Load: H 20,  Features Intersected: BOYD RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.311,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105B00083N,  Location: 1.2 MI S OF JCT KY 1973 (Lat: 38.157778,  Lng: -84.612222),  Route carried "on" structure: US 62,  Year Built: 1973,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 11,628 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,232 (year 2038),  Design Load: H 20,  Features Intersected: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.482,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105B00096N,  Location: .35 MI E OF JCT KY 922 (Lat: 38.219722,  Lng: -84.474722),  Route carried "on" structure: US 460,  Year Built: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,652 (year 2040),  Design Load: HS 20,  Features Intersected: CHERRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.331,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105B00100N,  Location: .8 MI N OF JCT US 25 (Lat: 38.167222,  Lng: -84.538889),  Route carried "on" structure: State highway 1963,  Year Built: 1985,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,992 (year 2019),  Average Future Daily Traffic: 1,752 (year 2039),  Design Load: HS 20,  Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.262,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  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: 8.2m (26.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $120,000,  Total Project Cost: $120,000,  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: 105B00112N,  Location: 2.7 MI S- US 460 (Lat: 38.183333,  Lng: -84.489444),  Route carried "on" structure: State highway 922,  Year Built: 1991,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 1,797 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,581 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NORTH ELKHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.747,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 82.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 105B00118L,  Location: .2 MI N. FAYETTE CO LINE (Lat: 38.165278,  Lng: -84.536389),  Route carried "on" structure: Interstate 75,  Year Built: 1992,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 28,081 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,258 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CANE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.953,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105B00118R,  Location: .2 MI N. FAYETTE CO LINE (Lat: 38.165278,  Lng: -84.536111),  Route carried "on" structure: Interstate 75,  Year Built: 1992,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 28,081 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,258 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CANE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.927,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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: March 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: 105C00029N,  Location: .85 MI S OF JCT CR 5108 (Lat: 38.193611,  Lng: -84.446667),  Route carried "on" structure: County highway 1109,  Year Built: 1950,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: H 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: MT HOREB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.339,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.4m (14.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105C00070N,  Location: 300' SOUTH US 460 (Lat: 38.219722,  Lng: -84.464722),  Route carried "on" structure: County highway 1110,  Year Built: 1990,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 424 (year 2012),  Average Future Daily Traffic: 368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BOYD RUN,  Facility Carried by Structure: STONE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: 15.5m (50.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105C00082N,  Location: .25 MI N JCT US 460 (Lat: 38.223611,  Lng: -84.466944),  Route carried "on" structure: County highway 1106,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,379 (year 2012),  Average Future Daily Traffic: 1,199 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHERRY RUN,  Facility Carried by Structure: LEESBURG PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105C00083N,  Location: 1.3 MI N JCT US 460 (Lat: 38.236389,  Lng: -84.455556),  Route carried "on" structure: County highway 1106,  Year Built: 1994,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,065 (year 2012),  Average Future Daily Traffic: 926 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHERRY RUN,  Facility Carried by Structure: LEESBURG PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 17.1m (56.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105C00086N,  Location: N OF WOODFORD CO LINE (Lat: 38.111667,  Lng: -84.632778),  Route carried "on" structure: County highway 1208,  Year Built: 1995,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 90 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SOUTH ELKHORN CREEK,  Facility Carried by Structure: BROWNS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.276,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete