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

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Structure Number: 107B00001N,  Location: 1 MI S OF WARREN CO LINE (Lat: 36.812222,  Lng: -86.556111),  Route carried "on" structure: US 31,  Year Built: 1941,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,789 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,854 (year 2038),  Design Load: H 15,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.794,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 79.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 107B00005N,  Location: .15 MI N OF JCT W/KY 100 (Lat: 36.718611,  Lng: -86.545556),  Route carried "on" structure: State highway 73,  Year Built: 1954,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 2,681 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,359 (year 2040),  Design Load: H 20,  Features Intersected: W FK DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.887,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $742,000,  Total Project Cost: $742,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 107B00025N,  Location: 1 MI N OF JCT KY 1788 (Lat: 36.756667,  Lng: -86.544722),  Route carried "on" structure: State highway 1171,  Year Built: 1973,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 554 (year 2019),  Average Future Daily Traffic: 487 (year 2039),  Design Load: H 20,  Features Intersected: WEST FORK DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.189,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 77.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107B00027N,  Location: .10 MI SOU. OF JCT KY 100 (Lat: 36.721944,  Lng: -86.595833),  Route carried "on" structure: State highway 1008,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,898 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,765 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft)

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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: July 2021

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Structure Number: 107B00028N,  Location: .20 MI EAST OF JCT US 31W (Lat: 36.706944,  Lng: -86.569722),  Route carried "on" structure: State highway 1008,  Year Built: 1969,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,890 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,197 (year 2039),  Design Load: H 15,  Features Intersected: SEABOARD RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 107B00030N,  Location: 1.1 MI E. OF I-65 OP (Lat: 36.739444,  Lng: -86.486944),  Route carried "on" structure: State highway 585,  Year Built: 1978,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 949 (year 2020),  Average Future Daily Traffic: 835 (year 2040),  Design Load: HS 20,  Features Intersected: LICK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.842,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 95.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107B00033N,  Location: 1.2 MI. W. -JCT. KY 383 (Lat: 36.709722,  Lng: -86.651667),  Route carried "on" structure: State highway 664,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 753 (year 2020),  Average Future Daily Traffic: 662 (year 2040),  Features Intersected: NEELEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.828,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021

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Structure Number: 107B00034N,  Location: 1.7 MI E OF JCT US 31W (Lat: 36.774167,  Lng: -86.541667),  Route carried "on" structure: State highway 1434,  Year Built: 1982,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 253 (year 2020),  Average Future Daily Traffic: 222 (year 2040),  Design Load: HS 20,  Features Intersected: W FK DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.778,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 107B00035N,  Location: 0.5 MI.EAST -JCT 31W (Lat: 36.718056,  Lng: -86.574444),  Route carried "on" structure: State highway 100,  Year Built: 1984,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,803 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,536 (year 2039),  Design Load: HS 20,  Features Intersected: CSX R.R. & R.R ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.053,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.53m (1.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,715,000,  Total Project Cost: $1,714,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107B00036N,  Location: 1.9 MI E US 31W (Lat: 36.717500,  Lng: -86.545278),  Route carried "on" structure: State highway 100,  Year Built: 1990,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 9,803 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,136 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WEST FK-DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107B00037N,  Location: .16 MI N. JCT W105 31W (Lat: 36.739444,  Lng: -86.585556),  Route carried "on" structure: State highway 73,  Year Built: 1994,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,915 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,710 (year 2037),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.081,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 107B00040N,  Location: 0.40 MI E OF U.S. 31W (Lat: 36.749167,  Lng: -86.571389),  Route carried "on" structure: State highway 1008,  Year Built: 2001,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 4,224 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,928 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SEABOARD RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.862,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00041N,  Location: 2.02 MI N OF JCT US 31W (Lat: 36.752622,  Lng: -86.597881),  Route carried "on" structure: State highway 73,  Year Built: 2003,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,645 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,447 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.943,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00042N,  Location: 1.98 MI N OF STATE LINE (Lat: 36.665278,  Lng: -86.556111),  Route carried "on" structure: Interstate 65,  Year Built: 2007,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 43,007 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 52,468 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: U.S. 31W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.269,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00043N,  Location: 2.48 MI N OF STATE LINE (Lat: 36.671389,  Lng: -86.551111),  Route carried "on" structure: Interstate 65,  Year Built: 2007,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 43,007 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 52,468 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.076,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00044N,  Location: 3.09 MI N OF STATE LINE (Lat: 36.678611,  Lng: -86.545278),  Route carried "on" structure: County highway 1137,  Year Built: 2007,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 50 (year 2009),  Average Future Daily Traffic: 2,029 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: I-65,  Facility Carried by Structure: PEDEN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.740,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00045N,  Location: 4.33 MILES N. STATE LINE (Lat: 36.694167,  Lng: -86.533611),  Route carried "on" structure: Interstate 65,  Year Built: 2007,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 43,007 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 52,468 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WEST FORK DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.054,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00046N,  Location: 4.70 MI N OF STATE LINE (Lat: 36.698889,  Lng: -86.531111),  Route carried "on" structure: State highway 73,  Year Built: 2007,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 778 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 684 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00047N,  Location: 5.97 MI N OF STATE LINE (Lat: 36.716111,  Lng: -86.521667),  Route carried "on" structure: Interstate 65,  Year Built: 2008,  Status: Open,  Structure Length: 8.03m (26.35ft),  Average Daily Traffic: 44,332 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 54,085 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.703,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00048N,  Location: 7.5 MI N OF STATE LINE (Lat: 36.736111,  Lng: -86.508333),  Route carried "on" structure: State highway 585,  Year Built: 2007,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 949 (year 2020),  Average Future Daily Traffic: 835 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.745,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107B00051N,  Location: 1.4M S OF JCT W/ KY 664 (Lat: 36.697500,  Lng: -86.650833),  Route carried "on" structure: State highway 383,  Year Built: 2011,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 528 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 464 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NEELY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.345,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 107B00053N,  Location: 0.5 MI W of KY-622 (Lat: 36.707778,  Lng: -86.471667),  Route carried "on" structure: State highway 100,  Year Built: 2017,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 4,087 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,596 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Lick Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.487,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 94.6 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: 72.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 107B00054N,  Location: 1.6 MI N of Int I-65 (Lat: 36.687139,  Lng: -86.568372),  Route carried "on" structure: US 31,  Year Built: 2017,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 11,623 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,647 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Sharps Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.416,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 107B00055N,  Location: 2 MI N OF JCT US 31W (Lat: 36.802500,  Lng: -86.581944),  Route carried "on" structure: State highway 621,  Year Built: 2020,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 523 (year 2020),  Average Future Daily Traffic: 460 (year 2040),  Design Load: Greater than HL93,  Features Intersected: Sinking Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.755,  Lanes on structure: 2,  Owner: State 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: 8.7m (28.5ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.4 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: 51.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107C00009N,  Location: 0.14 MI WEST JCT KY 621 (Lat: 36.790556,  Lng: -86.585000),  Route carried "on" structure: County highway 1315,  Year Built: 1984,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 112 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: SINKING CREEK,  Facility Carried by Structure: MARY ADAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.214,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 107C00013N,  Location: .1 MI S KY 383 (Lat: 36.693056,  Lng: -86.652778),  Route carried "on" structure: County highway 1207,  Year Built: 1990,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 27 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: NEELY BRANCH,  Facility Carried by Structure: KUMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: County 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: 11.3m (37.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107C00014N,  Location: 1.4 MI S JCT US 31W (Lat: 36.674722,  Lng: -86.584444),  Route carried "on" structure: County highway 1149,  Year Built: 1992,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 54 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SHARPS BRANCH,  Facility Carried by Structure: LAKE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 10.1m (33.1ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than 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: 107C00016N,  Location: .3 MI S JCT US 31W (Lat: 36.684444,  Lng: -86.573333),  Route carried "on" structure: County highway 1149,  Year Built: 1999,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 83 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: SHARPS BRANCH,  Facility Carried by Structure: LAKE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107C00017N,  Location: 1.51 MI W JCT. 31W (Lat: 36.779653,  Lng: -86.593553),  Route carried "on" structure: County highway 1347,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 253 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SINKING CREEK,  Facility Carried by Structure: VANCES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  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: 12.2m (40.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Equal to present desirable criteria,  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: 107B00035N,  Location: 0.5 MI.EAST -JCT 31W (Lat: 36.718056,  Lng: -86.574444),  Route carried "under" structure: City street 1067,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 205 (year 2006),  Features Intersected: CSX R.R. & R.R ST,  Facility Carried by Structure: KY 100
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.412,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 107B00042N,  Location: 1.98 MI N OF STATE LINE (Lat: 36.665278,  Lng: -86.556111),  Route carried "under" structure: US 31,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,841 (year 2018),  Truck Traffic: 28%,  Features Intersected: U.S. 31W,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.724,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 107B00044N,  Location: 3.09 MI N OF STATE LINE (Lat: 36.678611,  Lng: -86.545278),  Route carried "under" structure: Interstate 65,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 43,007 (year 2020),  Truck Traffic: 29%,  Features Intersected: I-65,  Facility Carried by Structure: PEDEN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.028,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 107B00046N,  Location: 4.70 MI N OF STATE LINE (Lat: 36.698889,  Lng: -86.531111),  Route carried "under" structure: Interstate 65,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 43,007 (year 2020),  Truck Traffic: 29%,  Features Intersected: I-65,  Facility Carried by Structure: KY 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.612,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 107B00047N,  Location: 5.97 MI N OF STATE LINE (Lat: 36.716111,  Lng: -86.521667),  Route carried "under" structure: State highway 100,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,087 (year 2020),  Truck Traffic: 8%,  Features Intersected: KY 100,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.851,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 107B00048N,  Location: 7.5 MI N OF STATE LINE (Lat: 36.736111,  Lng: -86.508333),  Route carried "under" structure: Interstate 65,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 44,332 (year 2020),  Truck Traffic: 32%,  Features Intersected: I-65,  Facility Carried by Structure: KY 585
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 12.247,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)