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

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Structure Number: 5B00097R,  Location: 0.29 MI. E. OF WEST MAIN (Lat: 37.014722,  Lng: -85.950000),  Route carried "on" structure: US 68,  Year Built: 2002,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,685 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,357 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SEABOARD RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.568,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00098N,  Location: 0.58 MI. E. OF US 68/80 (Lat: 37.018056,  Lng: -85.944444),  Route carried "on" structure: US 68,  Year Built: 2002,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 9,369 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,713 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TRIB. OF BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.199,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 5B00101N,  Location: 1.1 MILES S. OF KY68/80 (Lat: 36.994444,  Lng: -85.875278),  Route carried "on" structure: State highway 1519,  Year Built: 2011,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 4,416 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,106 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LOUIE B. NUNN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00102L,  Location: 0.1 MI. S. JCT. W/KY68/80 (Lat: 37.008333,  Lng: -85.880000),  Route carried "on" structure: State highway 1519,  Year Built: 2011,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,208 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,053 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTH FORK BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00102R,  Location: 0.1 MI. S. JCT. W/KY68/80 (Lat: 37.008333,  Lng: -85.879722),  Route carried "on" structure: State highway 1519,  Year Built: 2011,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,208 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,053 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTH FORK BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00108N,  Location: 1.56 Mi E of Nunn Parkway (Lat: 36.964167,  Lng: -85.878056),  Route carried "on" structure: State highway 90,  Year Built: 2014,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 10,874 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,025 (year 2039),  Design Load: Greater than HL93,  Features Intersected: BOYD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.563,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 93.6 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: 72.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00109L,  Location: EBL 2.3 MI W OF US31E NTR (Lat: 36.991667,  Lng: -85.974444),  Route carried "on" structure: State highway 9008,  Year Built: 1973,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 5,192 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,763 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1297,  Facility Carried by Structure: LOUIE B NUNN-CUMBE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.552,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00109R,  Location: WBL 2.3 MI W OF US31E NTR (Lat: 36.991389,  Lng: -85.974444),  Route carried "on" structure: State highway 9008,  Year Built: 1973,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 5,192 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,763 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1297
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.553,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 5B00110N,  Location: .23 mi E of JCT Ky 1297 (Lat: 36.990278,  Lng: -85.981111),  Route carried "on" structure: State highway 3600,  Year Built: 2015,  Status: Open,  Structure Length: 15.82m (51.90ft),  Average Daily Traffic: 1,813 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,595 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.373,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5B00111N,  Location: 8.64 MI. EAST OF I-65 (Lat: 36.992500,  Lng: -85.980278),  Route carried "on" structure: State highway 3600,  Year Built: 2014,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 5,526 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,139 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CUMBERLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.616,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5C00001N,  Location: 0.4 MI S OF JCT KY 740 (Lat: 37.045000,  Lng: -85.853333),  Route carried "on" structure: County highway 1008,  Year Built: 1978,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 235 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: CORAL HILL-LECTA R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.617,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00007N,  Location: .3 MI N OF JCT US68BYPASS (Lat: 37.038611,  Lng: -85.918889),  Route carried "on" structure: City street 1352,  Year Built: 1970,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 632 (year 2016),  Average Future Daily Traffic: 594 (year 2036),  Design Load: HS 20,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: OLD MUNFORDVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.636,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00018N,  Location: 1.8 MI S OF JCT US 31E (Lat: 36.924167,  Lng: -85.970556),  Route carried "on" structure: County highway 1243,  Year Built: 1962,  Status: Posted for load,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 280 (year 2016),  Average Future Daily Traffic: 243 (year 2036),  Features Intersected: SKAGGS CREEK,  Facility Carried by Structure: MATTHEWS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.850,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00023N,  Location: 0.5 MI N OF JCT KY 252 (Lat: 36.953889,  Lng: -86.015833),  Route carried "on" structure: County highway 1331,  Year Built: 1970,  Status: Posted for load,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 235 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: H 15,  Features Intersected: BEAVER CREEK EMBAYMENT,  Facility Carried by Structure: SIDDENS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 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: 5C00039N,  Location: 1.6 MI S KY 63 (Lat: 36.942778,  Lng: -85.900556),  Route carried "on" structure: County highway 1102,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 62 (year 2016),  Average Future Daily Traffic: 53 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BOYDS CREEK,  Facility Carried by Structure: C T TALLY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.734,  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: 9.1m (29.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00044N,  Location: 1.6 MI SOUTH JCT US 31E (Lat: 36.941111,  Lng: -85.942778),  Route carried "on" structure: County highway 1236,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 502 (year 2015),  Average Future Daily Traffic: 436 (year 2035),  Design Load: HS 20,  Features Intersected: BOYD'S CREEK,  Facility Carried by Structure: Oil Well Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.007,  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: 17.2m (56.4ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00048N,  Location: .3 MI SOUTH JCT KY 249 (Lat: 36.953611,  Lng: -85.911389),  Route carried "on" structure: County highway 1101,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 428 (year 2016),  Average Future Daily Traffic: 372 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BOYDS CREEK,  Facility Carried by Structure: WILLIE GROCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  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: 10.4m (34.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00050N,  Location: .001 MI E. JCT KY 63 (Lat: 36.860278,  Lng: -85.843611),  Route carried "on" structure: County highway 1211,  Year Built: 1994,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 52 (year 2015),  Average Future Daily Traffic: 45 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: D B SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.018,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00051N,  Location: 0.3 MI. WEST JCT. KY 249 (Lat: 36.979444,  Lng: -85.919444),  Route carried "on" structure: City street 1270,  Year Built: 1975,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,316 (year 2019),  Average Future Daily Traffic: 2,153 (year 2039),  Design Load: HS 20,  Features Intersected: SOUTH FORK BEAVER CREEK,  Facility Carried by Structure: TROJAN TRL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.620,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: April 2021,  Bridge Improvement Cost: $73,000,  Total Project Cost: $73,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5C00053N,  Location: .15 MI-E JCT US 31E (Lat: 36.978056,  Lng: -85.931944),  Route carried "on" structure: City street 1270,  Year Built: 1995,  Year Reconstructed: 2009,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,399 (year 2019),  Average Future Daily Traffic: 4,091 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTH FORK BEAVER CREEK,  Facility Carried by Structure: TROJAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.934,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5C00055N,  Location: 4.0 MI S. JCT KY 249 (Lat: 36.907500,  Lng: -85.938889),  Route carried "on" structure: County highway 1236,  Year Built: 1998,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 277 (year 2015),  Average Future Daily Traffic: 240 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SKAGGS CREEK,  Facility Carried by Structure: OIL WELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.755,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5C00056N,  Location: 0.1 MI S OF JCT W/US 68 (Lat: 37.009444,  Lng: -85.868611),  Route carried "on" structure: County highway 1035,  Year Built: 1993,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 159 (year 2016),  Average Future Daily Traffic: 138 (year 2036),  Design Load: Greater than HL93,  Features Intersected: SOUTH FORK BEAVER CREEK,  Facility Carried by Structure: WYNDEMERE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 56.1 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: Equal to present minimum criteria,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5C00060N,  Location: 1.6 MI E. OF CUMBERLD P (Lat: 36.965833,  Lng: -85.876944),  Route carried "on" structure: County highway 1474,  Year Built: 1927,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 9,221 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,249 (year 2033),  Design Load: HS 20,  Features Intersected: BOYDS CREEK,  Facility Carried by Structure: GREEN VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.748,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 5B00058N,  Location: .2 MI N OF MAIN ST-KY 90 (Lat: 36.997222,  Lng: -85.912222),  Route carried "under" structure: City street 1290,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 127 (year 2006),  Features Intersected: WATER STREET,  Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 3.05m (10.01ft),  Kilometerpoint: 0.106,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Masonry,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

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Structure Number: 5B00062N,  Location: .25 MI S OF JCT US 68 (Lat: 37.013056,  Lng: -86.024444),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 12,858 (year 2020),  Truck Traffic: 19%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: KY-685
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 9.461,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 5B00063N,  Location: 1.2 MI EAST OF JCT US 68 (Lat: 36.983333,  Lng: -85.894722),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,539 (year 2020),  Truck Traffic: 37%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: KY-90
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 22.574,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 5B00064N,  Location: 1.25 MI S OF JCT US 31E (Lat: 36.978611,  Lng: -85.899444),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,753 (year 2020),  Truck Traffic: 37%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: KY 63
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 21.890,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 5B00065N,  Location: 1.2 MI S OF JCT US 31E (Lat: 36.973889,  Lng: -85.910556),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,753 (year 2020),  Truck Traffic: 37%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: KY-249
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 20.769,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 5B00071L,  Location: W.B.L. OVR US 31E NTRCH (Lat: 36.978056,  Lng: -85.934722),  Route carried "under" structure: US 31,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 16,698 (year 2020),  Truck Traffic: 9%,  Features Intersected: US 31-E,  Facility Carried by Structure: LOUIE B NUNN-CUMBE
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 20.056,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 5B00071R,  Location: WBL OVR US 31E NTRCH (Lat: 36.978056,  Lng: -85.935000),  Route carried "under" structure: US 31,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,037 (year 2019),  Truck Traffic: 10%,  Features Intersected: US 31-E,  Facility Carried by Structure: LN-9008
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 20.035,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 5B00080N,  Location: 4 MI W OF US 31E NTRCH (Lat: 37.003333,  Lng: -86.002500),  Route carried "under" structure: County highway 1445,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2006),  Features Intersected: BISHOP ROAD,  Facility Carried by Structure: LN-9008
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.503,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 5B00081N,  Location: .3 MI S OF JCT KY 1297 (Lat: 36.988611,  Lng: -85.955278),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,384 (year 2020),  Truck Traffic: 19%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: CS-1094
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 16.303,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 5B00082N,  Location: .9 MI SE OF JCT US 68 (Lat: 36.997222,  Lng: -85.842222),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,539 (year 2020),  Truck Traffic: 37%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: LECTA-KINO RD
Minimum Vertical Clearance: 5.47m (17.95ft),  Kilometerpoint: 27.723,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 5B00083N,  Location: 1 MI S OF JCT US 68 (Lat: 36.995833,  Lng: -85.863056),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,539 (year 2020),  Truck Traffic: 37%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: LECTA-SALEM RD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 25.861,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 5B00086N,  Location: 1.3 MI S OF JCT US 68 (Lat: 36.992778,  Lng: -85.882222),  Route carried "under" structure: State highway 9008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,539 (year 2020),  Truck Traffic: 37%,  Features Intersected: LN 9008,  Facility Carried by Structure: KY 1307
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 24.126,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 5B00101N,  Location: 1.1 MILES S. OF KY68/80 (Lat: 36.994444,  Lng: -85.875278),  Route carried "under" structure: State highway 9008,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,539 (year 2020),  Truck Traffic: 37%,  Features Intersected: LOUIE B. NUNN PKWY,  Facility Carried by Structure: KY1519
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 24.757,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 5B00109L,  Location: EBL 2.3 MI W OF US31E NTR (Lat: 36.991667,  Lng: -85.974444),  Route carried "under" structure: State highway 1297,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,468 (year 2020),  Truck Traffic: 6%,  Features Intersected: KY 1297,  Facility Carried by Structure: LOUIE B NUNN-CUMBE
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 16.565,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 5B00109R,  Location: WBL 2.3 MI W OF US31E NTR (Lat: 36.991389,  Lng: -85.974444),  Route carried "under" structure: State highway 1297,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,468 (year 2020),  Truck Traffic: 6%,  Features Intersected: KY 1297,  Facility Carried by Structure: LN-9008
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 16.544,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 5B00111N,  Location: 8.64 MI. EAST OF I-65 (Lat: 36.992500,  Lng: -85.980278),  Route carried "under" structure: State highway 9008,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 12,858 (year 2020),  Truck Traffic: 19%,  Features Intersected: CUMBERLAND PARKWAY,  Facility Carried by Structure: KY 3600
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 14.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)