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

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Structure Number: 105C00105N,  Location: .1 MI N JCT KY 922 (Lat: 38.206667,  Lng: -84.483611),  Route carried "on" structure: County highway 1111,  Year Built: 1999,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 259 (year 2012),  Average Future Daily Traffic: 225 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NORTH ELKHORN CREEK,  Facility Carried by Structure: JOHNSON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.537,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 120B00008N,  Location: .60 MI E OF JCT KY 1967 (Lat: 38.103333,  Lng: -84.641111),  Route carried "on" structure: State highway 1681,  Year Built: 1949,  Status: Posted for load,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 2,826 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,486 (year 2038),  Design Load: H 20,  Features Intersected: SOUTH ELKHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.725,  Lanes on structure: 2,  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 120B00036N,  Location: 4.2 MI S JCT KY 33 @ V-SL (Lat: 37.965000,  Lng: -84.676667),  Route carried "on" structure: State highway 169,  Year Built: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: EAST FORK CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 120B00037N,  Location: 3.3 MI S JCT KY 33 (Lat: 37.977500,  Lng: -84.681667),  Route carried "on" structure: State highway 169,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.870,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 90.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 120C00004N,  Location: .85 MI N OF JCT KY 1681 (Lat: 38.116111,  Lng: -84.643056),  Route carried "on" structure: County highway 1013,  Year Built: 1949,  Status: Posted for load,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 1,050 (year 2011),  Average Future Daily Traffic: 913 (year 2031),  Features Intersected: SOUTH ELKHORN CREEK,  Facility Carried by Structure: PAYNES DEPOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.397,  Lanes on structure: 2,  Owner: County 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: 13.6m (44.6ft),  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: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 120C00009N,  Location: 150' W OF KY 169 (Lat: 37.966389,  Lng: -84.678333),  Route carried "on" structure: County highway 1109,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 196 (year 2012),  Average Future Daily Traffic: 170 (year 2032),  Design Load: H 20,  Features Intersected: BR OF CLEAR CREEK,  Facility Carried by Structure: KIDDS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.08m (0.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $89,000,  Total Project Cost: $89,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120C00027N,  Location: 1.7 MI N OF JCT 1681 (Lat: 38.126111,  Lng: -84.638056),  Route carried "on" structure: County highway 1013,  Year Built: 1987,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,050 (year 2011),  Average Future Daily Traffic: 913 (year 2031),  Design Load: HS 20,  Features Intersected: S ELKHORN CR,  Facility Carried by Structure: PAYNES DEPOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.407,  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: 17.3m (56.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $212,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120C00029N,  Location: 1.4 MI E JCT KY 1967 (Lat: 38.080278,  Lng: -84.639444),  Route carried "on" structure: County highway 1004,  Year Built: 1994,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 101 (year 2011),  Average Future Daily Traffic: 87 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: SOUTH ELKHORN CREEK,  Facility Carried by Structure: PAYNES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.105,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120C00032N,  Location: .35 MI N JCT KY 1681 (Lat: 38.108889,  Lng: -84.633889),  Route carried "on" structure: County highway 1010,  Year Built: 2001,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 196 (year 2011),  Average Future Daily Traffic: 170 (year 2031),  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: 0.529,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120C00037N,  Location: 500 FT W OF 169 (Lat: 37.972778,  Lng: -84.682222),  Route carried "on" structure: County highway 1119,  Year Built: 2012,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 300 (year 2012),  Average Future Daily Traffic: 495 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Branch of Clear Creek,  Facility Carried by Structure: Delaney Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.751,  Lanes on structure: 2,  Owner: County 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: 11.9m (39.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120C00041N,  Location: 1.8mi North of ky1681 (Lat: 38.128056,  Lng: -84.636667),  Route carried "on" structure: County highway 1015,  Year Built: 2019,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 976 (year 2020),  Average Future Daily Traffic: 2,039 (year 2039),  Design Load: Greater than HL93,  Features Intersected: South Elkhorn Creek,  Facility Carried by Structure: Weisenberger Mill
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.052,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 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: 25B00103N,  Location: .4 MI. N. JCT US 60 (Lat: 38.034722,  Lng: -84.273333),  Route carried "under" structure: Interstate 64,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 40,128 (year 2017),  Truck Traffic: 14%,  Features Intersected: KY 1678 OVER I-64,  Facility Carried by Structure: KY-1678
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 145.325,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 25R00604N,  Location: 1.0 MI NORTH OF I-64 OP (Lat: 38.049444,  Lng: -84.272222),  Route carried "under" structure: State highway 1678,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 1,256 (year 2020),  Features Intersected: KY-1678,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 2.634,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 34B00001N,  Location: 1.2 MI S OF JCT KY 1973 (Lat: 38.131111,  Lng: -84.528889),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 53,109 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-75,  Facility Carried by Structure: US-25
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 191.082,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 34B00002N,  Location: 2.75 MI N OF NEW CIRCL RD (Lat: 38.114722,  Lng: -84.520833),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 77,875 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-64,  Facility Carried by Structure: US-25
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 189.021,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 34B00002N,  Location: 2.75 MI N OF NEW CIRCL RD (Lat: 38.114722,  Lng: -84.520833),  Route carried "under" structure: Interstate 64,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 34,704 (year 2016),  Truck Traffic: 19%,  Features Intersected: I-64,  Facility Carried by Structure: US-25
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 120.261,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 34B00003N,  Location: .1 MI S OF B-2 OVR I64 (Lat: 38.112222,  Lng: -84.519722),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 77,875 (year 2020),  Truck Traffic: 21%,  Features Intersected: RAMP A OF I-75 & I-64,  Facility Carried by Structure: US-25
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 188.808,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 34B00008N,  Location: .1 MI W OF JCT KY 1973 (Lat: 37.924722,  Lng: -84.371111),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 61,892 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-75,  Facility Carried by Structure: RICHMOND ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 162.644,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 34B00009N,  Location: 2.25 MI S OF JCT KY 1973 (Lat: 37.891944,  Lng: -84.350556),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 61,892 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-75,  Facility Carried by Structure: RICHMOND ROAD
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 158.553,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 34B00022L,  Location: SBL OVR US 60 W-NTRCH (Lat: 38.045556,  Lng: -84.565833),  Route carried "under" structure: US 60,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 23,058 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 60 -VERSAILLES RD,  Facility Carried by Structure: W NEW CIRCLE RD NC
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 7.540,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 34B00022R,  Location: NBL OVR US 60 W-NTRCH (Lat: 38.045556,  Lng: -84.565556),  Route carried "under" structure: US 60,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 23,058 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 60 -VERSAILLES RD,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 34B00023L,  Location: SBL .6 MI S US60 W-NTRCH (Lat: 38.035278,  Lng: -84.567222),  Route carried "under" structure: State highway 1968,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,073 (year 2020),  Truck Traffic: 5%,  Features Intersected: PARKERS MILL ROAD,  Facility Carried by Structure: W NEW CIRCLE RD NC
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 7.953,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 34B00023R,  Location: NBL .6 MI S US60 W-NTRCH (Lat: 38.035278,  Lng: -84.567222),  Route carried "under" structure: State highway 1968,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,073 (year 2020),  Truck Traffic: 5%,  Features Intersected: PARKERS MILL ROAD,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 7.973,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 34B00024L,  Location: EBL OVR US 68 S-NTRCH (Lat: 38.015556,  Lng: -84.551389),  Route carried "under" structure: US 68,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 33,819 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 68(HARRODSBURG ROAD),  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.032,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 34B00024R,  Location: WBL OVR US 68 S-NTRCH (Lat: 38.015833,  Lng: -84.551111),  Route carried "under" structure: US 68,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 33,819 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 68(HARRODSBURG ROAD),  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.047,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 34B00025L,  Location: SBL .8 MI S US68 S-NTRCH (Lat: 38.003889,  Lng: -84.544167),  Route carried "under" structure: City street 4174,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,226 (year 2019),  Features Intersected: CLAYS MILL ROAD,  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 3.277,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 34B00025R,  Location: NBL .8 MI S US68 S-NTRCH (Lat: 38.004167,  Lng: -84.543889),  Route carried "under" structure: City street 4174,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,226 (year 2019),  Features Intersected: CLAYS MILL ROAD,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.257,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 34B00026N,  Location: 2.4 MI N OF JESSAMINE C.L (Lat: 37.996389,  Lng: -84.521667),  Route carried "under" structure: State highway 4,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 65,926 (year 2018),  Features Intersected: NEW CIRCLE ROAD,  Facility Carried by Structure: US-27
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 31.028,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 34B00027L,  Location: SBL .4 MI S OF US27 S-NTR (Lat: 37.993889,  Lng: -84.513611),  Route carried "under" structure: City street 3559,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,597 (year 2020),  Features Intersected: LANSDOWNE DRIVE,  Facility Carried by Structure: W NEW CIRCLE RD NC
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.888,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 34B00027R,  Location: NBL .4 MI S OF US27 S-NTR (Lat: 37.993889,  Lng: -84.513611),  Route carried "under" structure: City street 3559,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,597 (year 2020),  Features Intersected: LANSDOWNE DRIVE,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.865,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 34B00028L,  Location: EBL OVR KY 1974 INTERCHAN (Lat: 37.990833,  Lng: -84.495000),  Route carried "under" structure: State highway 1974,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 32,921 (year 2019),  Truck Traffic: 2%,  Features Intersected: TATES CRK ROAD KY 1974,  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 15.128,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 34B00028R,  Location: WBL OVR KY 1974 INTERCHAN (Lat: 37.991111,  Lng: -84.495000),  Route carried "under" structure: State highway 1974,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 32,921 (year 2019),  Truck Traffic: 2%,  Features Intersected: TATES CRK ROAD KY 1974,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 15.146,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 34B00029L,  Location: EBL .6 MI E OF KY 1974 OP (Lat: 37.991944,  Lng: -84.481944),  Route carried "under" structure: City street 3418,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,196 (year 2019),  Features Intersected: GREEN TREE-CHINOE RD,  Facility Carried by Structure: NEW CIRCLE RD-IL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 34B00029R,  Location: WBL .6 MI E OF KY 1974 OP (Lat: 37.991944,  Lng: -84.481944),  Route carried "under" structure: City street 3186,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,196 (year 2019),  Features Intersected: GREEN TREE-CHINOE RD,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.434,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 34B00030R,  Location: NBL .5 MI NW-MAN O'WAR (Lat: 37.995556,  Lng: -84.465833),  Route carried "under" structure: State highway 4,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 56,497 (year 2020),  Truck Traffic: 3%,  Features Intersected: NEW CIRCLE ROAD,  Facility Carried by Structure: ALUMNI DRIVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 25.956,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 34B00031L,  Location: NBL OVR US 25 S-NTRCH (Lat: 38.012500,  Lng: -84.458333),  Route carried "under" structure: US 25,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 37,635 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 25 RICHMOND RD.,  Facility Carried by Structure: NEW CIRCLE RD-OL
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 17.362,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 34B00031R,  Location: SBL OVR US 25 S-NTRCH (Lat: 38.012778,  Lng: -84.458611),  Route carried "under" structure: US 25,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 23,131 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 25 RICHMOND RD.,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 17.383,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 34B00033N,  Location: .25 MI N OF US 27S NTR (Lat: 37.998056,  Lng: -84.526667),  Route carried "under" structure: State highway 4,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 59,750 (year 2019),  Truck Traffic: 6%,  Features Intersected: KY 4 (New Circle Road),  Facility Carried by Structure: NS (CNO&TP) RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.465,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 34B00037L,  Location: WBL OVR US 421 INTERCHANG (Lat: 38.070833,  Lng: -84.531111),  Route carried "under" structure: US 421,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 22,119 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 421 (LEESTOWN RD.),  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.886,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 34B00037R,  Location: EBL OVR US 421 INTERCHANG (Lat: 38.070556,  Lng: -84.531111),  Route carried "under" structure: US 421,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 22,119 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 421 (LEESTOWN RD.),  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.871,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 34B00048N,  Location: 1 MI NE OF NEW CIRCLE-KY4 (Lat: 38.066667,  Lng: -84.445000),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 93,294 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 & I-64,  Facility Carried by Structure: BRYAN AVENUE
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 180.277,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 34B00051N,  Location: 1.25 MI N-NEW CIRCLE-KY 4 (Lat: 38.088889,  Lng: -84.466389),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 89,489 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-75 & I-64,  Facility Carried by Structure: RUSSELL CAVE PIKE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 183.407,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 34B00060N,  Location: 1 MI S OF JCT KY 57 (Lat: 38.052500,  Lng: -84.353333),  Route carried "under" structure: Interstate 64,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Features Intersected: I-64,  Facility Carried by Structure: KY-1973
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 137.967,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 34B00063N,  Location: 1 MI N OF JCT KY 1977 (Lat: 38.138056,  Lng: -84.568056),  Route carried "under" structure: Interstate 64,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 34,704 (year 2016),  Truck Traffic: 19%,  Features Intersected: I 64,  Facility Carried by Structure: N YARNALLTON PIKE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 115.458,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 34B00075N,  Location: .50 MI S OF US 25&421 OP (Lat: 37.917500,  Lng: -84.366667),  Route carried "under" structure: County highway 1125,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 108 (year 2006),  Features Intersected: ROCK QUARRY ROAD,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.116,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 34B00078L,  Location: SBL .25MI N-NW I64 NTRCH (Lat: 38.120000,  Lng: -84.527222),  Route carried "under" structure: State highway 2886,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 474 (year 2019),  Features Intersected: RELOCATED KEARNEY ROAD,  Facility Carried by Structure: SB 75 NON-CARDINAL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 34B00078R,  Location: NBL .25MI N-NW I64 NTRCH (Lat: 38.120278,  Lng: -84.526944),  Route carried "under" structure: State highway 2886,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 474 (year 2019),  Features Intersected: RELOCATED KEARNEY ROAD,  Facility Carried by Structure: NB 75
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.401,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 34B00081N,  Location: 1 MI W OF JCT KY 1973 (Lat: 37.950278,  Lng: -84.386111),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 61,892 (year 2020),  Truck Traffic: 16%,  Features Intersected: I 75,  Facility Carried by Structure: ATHENS WALNUT HILL
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 165.775,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 34B00083L,  Location: SBL OVR US 27 NTRCH (Lat: 38.075556,  Lng: -84.455833),  Route carried "under" structure: US 27,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,003 (year 2017),  Truck Traffic: 11%,  Features Intersected: N BROADWAY & N LIMESTONE,  Facility Carried by Structure: S 75 NC
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.744,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 34B00083L,  Location: SBL OVR US 27 NTRCH (Lat: 38.075556,  Lng: -84.455833),  Route carried "under" structure: City street 2515,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,714 (year 2020),  Features Intersected: N BROADWAY & N LIMESTONE,  Facility Carried by Structure: S 75 NC
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.698,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 34B00083R,  Location: NBL OVR US 27 NTRCH (Lat: 38.075833,  Lng: -84.455556),  Route carried "under" structure: City street 2515,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,714 (year 2020),  Features Intersected: CSX RR-N BWAY-N LIMESTON,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.720,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 34B00083R,  Location: NBL OVR US 27 NTRCH (Lat: 38.075833,  Lng: -84.455556),  Route carried "under" structure: US 27,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,699 (year 2020),  Features Intersected: CSX RR-N BWAY-N LIMESTON,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.760,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 34B00084N,  Location: EB64 RMP TO NB75 OVR I64 (Lat: 38.116111,  Lng: -84.526111),  Route carried "under" structure: Interstate 64,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,704 (year 2016),  Truck Traffic: 19%,  Features Intersected: I 64,  Facility Carried by Structure: N 75 RAMP
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 119.861,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 34B00085N,  Location: SBL I75 @NW NTRCHNG-I64 (Lat: 38.116111,  Lng: -84.526389),  Route carried "under" structure: Interstate 64,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 34,704 (year 2016),  Truck Traffic: 19%,  Features Intersected: I 64,  Facility Carried by Structure: S 75 NC
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 119.825,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 34B00086N,  Location: 300 FT W OF I-75 N NTRCH (Lat: 38.116667,  Lng: -84.528333),  Route carried "under" structure: Interstate 64,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 34,704 (year 2016),  Truck Traffic: 19%,  Features Intersected: Interstate 64,  Facility Carried by Structure: NS (CNO & TP) RR
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 119.632,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 34B00089L,  Location: SBL 2.3 MI W US27-68 NTRC (Lat: 38.099444,  Lng: -84.485556),  Route carried "under" structure: State highway 922,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 44,352 (year 2019),  Truck Traffic: 18%,  Features Intersected: NEWTOWN ROAD(KY 922),  Facility Carried by Structure: S 75 NC
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.407,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 34B00089R,  Location: NBL 2.3 MI W-US27-68 NTRC (Lat: 38.099722,  Lng: -84.485556),  Route carried "under" structure: State highway 922,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,173 (year 2020),  Truck Traffic: 12%,  Features Intersected: NEWTOWN ROAD KY 922,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 5.438,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 34B00103N,  Location: 1.0 MI NOR. OF US 25S NTR (Lat: 38.025833,  Lng: -84.453611),  Route carried "under" structure: State highway 4,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 42,767 (year 2018),  Truck Traffic: 6%,  Features Intersected: NEW CIRCLE ROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 22.413,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 34B00111N,  Location: .7 MI W OF JCT US 25 (Lat: 38.147778,  Lng: -84.530556),  Route carried "under" structure: Interstate 75,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 56,161 (year 2020),  Truck Traffic: 18%,  Features Intersected: I - 75,  Facility Carried by Structure: KY-1973
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 192.951,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 34B00112N,  Location: .25 MI N OF I-75 NTRCH (Lat: 38.149722,  Lng: -84.535833),  Route carried "under" structure: State highway 1973,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,933 (year 2018),  Truck Traffic: 12%,  Features Intersected: KY-1973,  Facility Carried by Structure: NS (CNO&TP) SY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.484,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 34B00122N,  Location: .5 MI E-FORBES RD-KY1723 (Lat: 38.050556,  Lng: -84.512778),  Route carried "under" structure: City street 4240,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 108 (year 2006),  Features Intersected: CSX RR & DEROODE ST,  Facility Carried by Structure: US-60
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 0.631,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 34B00126N,  Location: NB I75 @SE NTRCH-I64 (Lat: 38.055278,  Lng: -84.430000),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 93,294 (year 2020),  Truck Traffic: 18%,  Features Intersected: EB I64 & RMP B-(B-128)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 178.475,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 34B00126N,  Location: NB I75 @SE NTRCH-I64 (Lat: 38.055278,  Lng: -84.430000),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Features Intersected: EB I64 & RMP B-(B-128),  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 130.922,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 34B00127N,  Location: SB I75 @SE NTRCH-I64 (Lat: 38.054722,  Lng: -84.430833),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 93,294 (year 2020),  Truck Traffic: 18%,  Features Intersected: WB-I64 RMP TO I75-SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 178.391,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 34B00128N,  Location: RMPB I64-I75 SE NTRCH (Lat: 38.055278,  Lng: -84.430000),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Features Intersected: OVR I-64EB-UNDR I-75NB,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 130.925,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 34B00129N,  Location: 1 MI S OF JCT KY 57 (Lat: 38.056389,  Lng: -84.427778),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Features Intersected: WEST BOUND I-64 & RAMP B,  Facility Carried by Structure: HUME RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.165,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 34B00130N,  Location: 1 MI N OF JCT US 60 (Lat: 38.055278,  Lng: -84.426389),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Features Intersected: EAST BOUND I-64 & RAMP D,  Facility Carried by Structure: HUME RD
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 131.239,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 34B00130N,  Location: 1 MI N OF JCT US 60 (Lat: 38.055278,  Lng: -84.426389),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 93,294 (year 2020),  Truck Traffic: 18%,  Features Intersected: EAST BOUND I-64 & RAMP D,  Facility Carried by Structure: HUME RD
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 178.391,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 34B00134L,  Location: SBL .5 MI NW-MAN O WAR (Lat: 37.995556,  Lng: -84.465833),  Route carried "under" structure: State highway 4,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 54,089 (year 2018),  Features Intersected: NEW CIRCLE ROAD,  Facility Carried by Structure: ALUMNI DR NC
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 25.939,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 34B00141N,  Location: N OF ANGLIANA AVENUE (Lat: 38.042222,  Lng: -84.510556),  Route carried "under" structure: US 27,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 25,952 (year 2018),  Truck Traffic: 7%,  Features Intersected: US 68,  Facility Carried by Structure: NS (CN & TP)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 9.730,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 34B00142N,  Location: 1 MI SW OF JCT US 60 (Lat: 38.021944,  Lng: -84.411944),  Route carried "under" structure: Interstate 75,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 73,690 (year 2017),  Truck Traffic: 22%,  Features Intersected: I-75,  Facility Carried by Structure: KY-1425
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 174.226,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 34B00142N,  Location: 1 MI SW OF JCT US 60 (Lat: 38.021944,  Lng: -84.411944),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 73,690 (year 2017),  Truck Traffic: 22%,  Features Intersected: I-75,  Facility Carried by Structure: KY-1425
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 174.226,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 34B00145N,  Location: .2 miles North of I-64 (Lat: 38.120278,  Lng: -84.526944),  Route carried "under" structure: State highway 2886,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 474 (year 2019),  Features Intersected: KEARNY RD,  Facility Carried by Structure: SB I-75 Ramp
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.356,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 34B00148L,  Location: 2.0 MI. S I-64 INTRCHNGE (Lat: 38.041111,  Lng: -84.420000),  Route carried "under" structure: US 60,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 16,402 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 60 (WINCHESTER RD),  Facility Carried by Structure: S I-75 NC
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 19.270,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 34B00148R,  Location: 2.0 MI. S I-64 INTRCHNGE (Lat: 38.041111,  Lng: -84.419722),  Route carried "under" structure: US 60,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 16,402 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 60 (WINCHESTER RD),  Facility Carried by Structure: N I-75
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 19.293,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 34B00151N,  Location: 4.9 MI. E. JCT US 25 (Lat: 37.962778,  Lng: -84.388611),  Route carried "under" structure: Interstate 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 61,892 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-75,  Facility Carried by Structure: KY-418
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 167.175,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 34B00152L,  Location: 2.1 MI. E. JCT I-64&I-75 (Lat: 38.061389,  Lng: -84.401111),  Route carried "under" structure: County highway 1004,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 433 (year 2006),  Features Intersected: ROYSTER ROAD,  Facility Carried by Structure: W 64 NC
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 1.273,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.0m (65.6ft)