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


  • National Bridge Inventory (NBI) Statistics
  • 49Number of bridges
  • 515ft / 157mTotal length
  • $1,554,000Total costs
  • 198,426Total average daily traffic
  • 15,696Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Somerset
  • No street view available for this location

New bridges in Somerset, KY - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31940-1949
  • 71950-1959
  • 11960-1969
  • 101970-1979
  • 51980-1989
  • 41990-1999
  • 182000-2009
Average Bridge Daily Traffic in Somerset, KY
Average Bridge Truck Traffic in Somerset, KY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 3.7%Very good
  • 44.4%Good
  • 33.3%Satisfactory
  • 18.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 7.4%Very good
  • 48.1%Good
  • 29.6%Satisfactory
  • 14.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 40.7%Good
  • 44.4%Satisfactory
  • 11.1%Fair
  • 3.7%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.1%Very good
  • 35.7%Good
  • 42.9%Satisfactory
  • 10.7%Fair
  • 3.6%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 27.3%Good
  • 54.5%Satisfactory
  • 18.2%Fair
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Structure Number: 100B00002N,  Location: .4 MI N-UNIV. AVE-KY 1575 (Lat: 37.111389,  Lng: -84.615000),  Route carried "on" structure: State highway 1247,  Year Built: 1951,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,886 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,473 (year 2039),  Design Load: H 20,  Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.252,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 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: Good,  Operating Rating: 77.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00027N,  Location: .10 MI EAST OF JCT US 27 (Lat: 37.095556,  Lng: -84.617500),  Route carried "on" structure: Business State highway 80,  Year Built: 1932,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 7,864 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,313 (year 2040),  Design Load: H 15,  Features Intersected: NS (CNO&TP) SYSTEM,  Facility Carried by Structure: OGDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.356,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $357,000,  Total Project Cost: $357,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100B00044N,  Location: .30 MI N OF JCT US 27 (Lat: 37.107222,  Lng: -84.622222),  Route carried "on" structure: State highway 2227,  Year Built: 1955,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,795 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,529 (year 2040),  Design Load: HS 20,  Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 93.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $309,000,  Total Project Cost: $309,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100B00045N,  Location: 0.5 MI N OF JCT KY-1575 (Lat: 37.110556,  Lng: -84.621944),  Route carried "on" structure: State highway 2227,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 3,384 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,147 (year 2038),  Design Load: H 15,  Features Intersected: CANEY FORK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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 2020
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Structure Number: 100B00049N,  Location: 2.9 MI N.E. OF JCT KY 192 (Lat: 37.117778,  Lng: -84.526667),  Route carried "on" structure: State highway 692,  Year Built: 1949,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 342 (year 2018),  Average Future Daily Traffic: 300 (year 2038),  Design Load: H 15,  Features Intersected: ROCKLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.163,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00050N,  Location: 2.2 MI N.E. OF JCT KY 192 (Lat: 37.110000,  Lng: -84.538056),  Route carried "on" structure: State highway 692,  Year Built: 1949,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,402 (year 2020),  Average Future Daily Traffic: 1,233 (year 2040),  Design Load: H 15,  Features Intersected: SOUL CHAPEL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.773,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00051N,  Location: 2.5 MI N.E. OF JCT KY 192 (Lat: 37.113611,  Lng: -84.531111),  Route carried "on" structure: State highway 692,  Year Built: 1949,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 1,402 (year 2020),  Average Future Daily Traffic: 1,233 (year 2040),  Design Load: H 15,  Features Intersected: ROCK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.534,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00052N,  Location: 3.2 MI N.E. OF JCT KY 192 (Lat: 37.121667,  Lng: -84.525278),  Route carried "on" structure: State highway 692,  Year Built: 1950,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 342 (year 2018),  Average Future Daily Traffic: 300 (year 2038),  Design Load: H 15,  Features Intersected: ROCK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.617,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00056N,  Location: 4.0 MI N.W. OF JCT US 27 (Lat: 37.133611,  Lng: -84.672222),  Route carried "on" structure: State highway 1674,  Year Built: 1965,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,611 (year 2018),  Average Future Daily Traffic: 1,417 (year 2038),  Design Load: Greater than HL93,  Features Intersected: BIG CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.928,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.26m (0.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $215,000,  Total Project Cost: $215,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100B00064N,  Location: .10 MI EAST OF JCT US 27 (Lat: 37.096111,  Lng: -84.618056),  Route carried "on" structure: State highway 80,  Year Built: 1971,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 14,988 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,088 (year 2040),  Design Load: HS 20,  Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.529,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00065N,  Location: 2.5 MI NOR. OF JCT KY 80 (Lat: 37.135278,  Lng: -84.588056),  Route carried "on" structure: State highway 39,  Year Built: 1973,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 4,337 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,033 (year 2038),  Design Load: HS 20,  Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.493,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 93.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00075N,  Location: 0.2 Miles E of JCT 914 (Lat: 37.096389,  Lng: -84.658889),  Route carried "on" structure: State highway 80,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,984 (year 2018),  Average Future Daily Traffic: 6,626 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KY 3261
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.704,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Culverts: Satisfactory,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $382,000,  Total Project Cost: $382,000
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Structure Number: 100B00082L,  Location: WBL 1.4 MI NE-JCT KY 192 (Lat: 37.111667,  Lng: -84.564444),  Route carried "on" structure: State highway 80,  Year Built: 1972,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 9,519 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,947 (year 2039),  Design Load: HS 20,  Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.081,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00082R,  Location: EBL 1.4 MI NE-JCT KY 192 (Lat: 37.111389,  Lng: -84.564444),  Route carried "on" structure: State highway 80,  Year Built: 1972,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 9,519 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,947 (year 2039),  Design Load: HS 20,  Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00089N,  Location: .5 MI NOR -JCT KY 80 (Lat: 37.110556,  Lng: -84.599722),  Route carried "on" structure: State highway 39,  Year Built: 1986,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 7,937 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,381 (year 2038),  Design Load: HS 20,  Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00092N,  Location: 0.75 MI EAST KY 80 BY-P (Lat: 37.111389,  Lng: -84.588889),  Route carried "on" structure: State highway 3260,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,392 (year 2018),  Average Future Daily Traffic: 1,308 (year 2038),  Features Intersected: CANEY FK OF PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.202,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 64.8 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: 49.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00093N,  Location: 0.85 MI EAST KY 80 BY-P (Lat: 37.112778,  Lng: -84.588056),  Route carried "on" structure: State highway 3260,  Year Built: 1973,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,392 (year 2018),  Average Future Daily Traffic: 1,308 (year 2038),  Features Intersected: PITTMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.373,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $170,000,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100B00099N,  Location: 1.0 MI N OF JCT KY 192 (Lat: 37.106111,  Lng: -84.550278),  Route carried "on" structure: State highway 692,  Year Built: 1987,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,402 (year 2020),  Average Future Daily Traffic: 1,233 (year 2040),  Design Load: HS 20,  Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.619,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00101N,  Location: 0.2 MI W OF JCT KY 2292 (Lat: 37.081111,  Lng: -84.610278),  Route carried "on" structure: State highway 2298,  Year Built: 1989,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,911 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,616 (year 2039),  Design Load: HS 20,  Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00103N,  Location: 1.95 MI NE. JCT US 27 (Lat: 37.044444,  Lng: -84.600000),  Route carried "on" structure: State highway 914,  Year Built: 1996,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,956 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.084,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 100B00111N,  Location: .91 MI. N. OF JCT KY 2298 (Lat: 37.078889,  Lng: -84.609444),  Route carried "on" structure: State highway 2292,  Year Built: 2007,  Status: Open,  Structure Length: 20.63m (67.68ft),  Average Daily Traffic: 11,647 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,831 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK - SOUTHERN R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.631,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 68.9m (226.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 23.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00120L,  Location: @ US 27 N. JCT (Lat: 37.125833,  Lng: -84.636944),  Route carried "on" structure: State highway 9008,  Year Built: 2008,  Status: Open,  Structure Length: 8.49m (27.85ft),  Average Daily Traffic: 2,159 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,029 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 27 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.010,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00120R,  Location: @ US 27 N. JCT (Lat: 37.125278,  Lng: -84.636944),  Route carried "on" structure: State highway 9008,  Year Built: 2008,  Status: Open,  Structure Length: 8.49m (27.85ft),  Average Daily Traffic: 2,159 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,029 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 27 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.010,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00121N,  Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889,  Lng: -84.639722),  Route carried "on" structure: State highway 3091,  Year Built: 2008,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 550 (year 2019),  Average Future Daily Traffic: 511 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LN 9008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.918,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00122N,  Location: 0.258 MI. W. OF KY 3261 (Lat: 37.111389,  Lng: -84.657222),  Route carried "on" structure: State highway 3263,  Year Built: 2008,  Status: Open,  Structure Length: 6.41m (21.03ft),  Average Daily Traffic: 661 (year 2018),  Average Future Daily Traffic: 575 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LN9008/I-66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.519,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00123L,  Location: 0.565 MI. E. OF JCT KY 80 (Lat: 37.104722,  Lng: -84.662500),  Route carried "on" structure: State highway 914,  Year Built: 2008,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 4,759 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,473 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LN9008 / I-66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100B00123R,  Location: 0.565 MI. E. OF JCT KY 80 (Lat: 37.104722,  Lng: -84.662778),  Route carried "on" structure: State highway 914,  Year Built: 2008,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 4,759 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,473 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LN 9008 / I-66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 100C00017N,  Location: 150 FT WEST OF CR-1251 (Lat: 37.082778,  Lng: -84.609444),  Route carried "on" structure: City street 1264,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 288 (year 2019),  Average Future Daily Traffic: 270 (year 2039),  Design Load: H 20,  Features Intersected: SINKING CREEK,  Facility Carried by Structure: BEECHER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $79,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00039N,  Location: 0.9 MI E OF KY 80 BY-PASS (Lat: 37.111944,  Lng: -84.564722),  Route carried "on" structure: County highway 1134,  Year Built: 1953,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 506 (year 2019),  Average Future Daily Traffic: 475 (year 2039),  Design Load: H 20,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: GARNER SCHOOLHOUSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.521,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  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: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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: Bituminous
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Structure Number: 100C00049N,  Location: 1.45 MI N KY 39 (Lat: 37.149444,  Lng: -84.596667),  Route carried "on" structure: County highway 1523,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 329 (year 2019),  Average Future Daily Traffic: 286 (year 2039),  Features Intersected: SMITH BR OF PITMAN CR,  Facility Carried by Structure: EAST FROG HOLLOW R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00053N,  Location: 0.9 MI.EAST OF JCT.KY1247 (Lat: 37.045833,  Lng: -84.576389),  Route carried "on" structure: County highway 1293,  Year Built: 1983,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 459 (year 2019),  Average Future Daily Traffic: 399 (year 2039),  Design Load: HS 20,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: ELIHU-CABIN HOLW R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  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
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Structure Number: 100C00054N,  Location: 0.1 MI. WEST JCT KY 3057 (Lat: 37.060000,  Lng: -84.605556),  Route carried "on" structure: City street 1208,  Year Built: 1984,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9 (year 2019),  Average Future Daily Traffic: 8 (year 2039),  Features Intersected: SINKING CREEK,  Facility Carried by Structure: HYDEN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.08m (0.26ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $44,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00062N,  Location: 300' W JCT KY 1247 (Lat: 37.051111,  Lng: -84.603611),  Route carried "on" structure: City street 1306,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,302 (year 2019),  Average Future Daily Traffic: 1,223 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SINKING CREEK,  Facility Carried by Structure: KIT COWAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.449,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: 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: August 2020
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Structure Number: 100C00065N,  Location: .2 MI NW OLD KY 80 (Lat: 37.114167,  Lng: -84.567222),  Route carried "on" structure: County highway 1140,  Year Built: 1990,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 28 (year 2019),  Average Future Daily Traffic: 26 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: GILLILAND LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 16.0m (52.5ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100C00078N,  Location: 75' NORTH JCT KY 192 (Lat: 37.086111,  Lng: -84.531389),  Route carried "on" structure: County highway 1156,  Year Built: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 231 (year 2019),  Average Future Daily Traffic: 200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: BLAZE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00091N,  Location: 0.5 MI. NE. OF JCT KY 192 (Lat: 37.097500,  Lng: -84.540833),  Route carried "on" structure: County highway 1154,  Year Built: 2006,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 30 (year 2019),  Average Future Daily Traffic: 26 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.919,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 91.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100C00092N,  Location: 0.181MI. NE.JCT KY 39 (Lat: 37.117222,  Lng: -84.592222),  Route carried "on" structure: County highway 1519,  Year Built: 2007,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 28 (year 2019),  Average Future Daily Traffic: 26 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: GOVER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 28.0m (91.9ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100C00101N,  Location: 0.13 M E of JCT US 27 (Lat: 37.091111,  Lng: -84.615556),  Route carried "on" structure: City street 1082,  Year Built: 1956,  Status: Posted for load,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 327 (year 2014),  Average Future Daily Traffic: 327 (year 2034),  Features Intersected: SINKING CREEK,  Facility Carried by Structure: WEST COLUMBIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100B00063N,  Location: .10 MI WEST OF JCT KY 39 (Lat: 37.102222,  Lng: -84.605000),  Route carried "under" structure: State highway 80,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,973 (year 2019),  Features Intersected: KY-80,  Facility Carried by Structure: Pedway
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 31.944,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 100B00075N,  Location: 0.2 Miles E of JCT 914 (Lat: 37.096389,  Lng: -84.658889),  Route carried "under" structure: State highway 3261,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 318 (year 2020),  Features Intersected: KY 3261,  Facility Carried by Structure: KY 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.643,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.4m (24.3ft)

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Structure Number: 100B00111N,  Location: .91 MI. N. OF JCT KY 2298 (Lat: 37.078889,  Lng: -84.609444),  Route carried "under" structure: City street 1194,  Year Built: 2007,  Structure Length: 0. m,  Features Intersected: NORFOLK - SOUTHERN R.R.,  Facility Carried by Structure: KY 2292
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.282,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.9m (226.0ft)

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Structure Number: 100B00120L,  Location: @ US 27 N. JCT (Lat: 37.125833,  Lng: -84.636944),  Route carried "under" structure: US 27,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 11,146 (year 2020),  Truck Traffic: 9%,  Features Intersected: US 27 NORTH,  Facility Carried by Structure: LN 9008
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 30.878,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 100B00120R,  Location: @ US 27 N. JCT (Lat: 37.125278,  Lng: -84.636944),  Route carried "under" structure: US 27,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 10,975 (year 2020),  Truck Traffic: 9%,  Features Intersected: US 27 NORTH,  Facility Carried by Structure: LN 9008
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 30.843,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 100B00121N,  Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889,  Lng: -84.639722),  Route carried "under" structure: State highway 9008,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 14%,  Features Intersected: LN 9008,  Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 141.693,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 100B00121N,  Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889,  Lng: -84.639722),  Route carried "under" structure: Ramp State highway 9008,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 14%,  Features Intersected: LN 9008,  Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 141.693,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 100B00121N,  Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889,  Lng: -84.639722),  Route carried "under" structure: Ramp State highway 9008,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 14%,  Features Intersected: LN 9008,  Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 141.693,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 100B00122N,  Location: 0.258 MI. W. OF KY 3261 (Lat: 37.111389,  Lng: -84.657222),  Route carried "under" structure: State highway 9008,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 14%,  Features Intersected: LN9008/I-66,  Facility Carried by Structure: KY 3263
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 139.594,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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