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

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Structure Number: 44B00020N,  Location: .1 MI N-CR 5019 @CONNIFF (Lat: 37.263611,  Lng: -85.418333),  Route carried "on" structure: State highway 3098,  Year Built: 1952,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 165 (year 2018),  Average Future Daily Traffic: 143 (year 2038),  Design Load: H 15,  Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.512,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 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: 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: October 2020

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Structure Number: 109B00002N,  Location: .45 MI N OF JCT KY 3145 (Lat: 37.375000,  Lng: -85.343611),  Route carried "on" structure: State highway 289,  Year Built: 1952,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,302 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,000 (year 2039),  Design Load: H 20,  Features Intersected: LITTLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.766,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 109B00003N,  Location: .2 MI N OF JCT KY 1400 (Lat: 37.393611,  Lng: -85.360000),  Route carried "on" structure: State highway 289,  Year Built: 1952,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,686 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,483 (year 2040),  Design Load: H 20,  Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.328,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00004N,  Location: .8 MI N OF JCT KY 1400 (Lat: 37.401944,  Lng: -85.363333),  Route carried "on" structure: State highway 289,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,686 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,483 (year 2040),  Design Load: H 20,  Features Intersected: MIDDLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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: Better than 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00009N,  Location: 1.2 MI N.E. OF JCT KY 76 (Lat: 37.336111,  Lng: -85.266389),  Route carried "on" structure: State highway 70,  Year Built: 1968,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,270 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,997 (year 2040),  Features Intersected: LONG BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.573,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 109B00012N,  Location: .10 MI S.E. OF JCT KY 70 (Lat: 37.323056,  Lng: -85.279167),  Route carried "on" structure: State highway 76,  Year Built: 1969,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 2,161 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,901 (year 2038),  Design Load: H 20,  Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109B00014N,  Location: 2.5 MI NOR. OF JCT KY 565 (Lat: 37.247778,  Lng: -85.356389),  Route carried "on" structure: State highway 55,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,250 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,815 (year 2037),  Design Load: H 20,  Features Intersected: PINCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.319,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 109B00015N,  Location: 1.7 MI NOR. OF JCT KY 565 (Lat: 37.240556,  Lng: -85.347222),  Route carried "on" structure: State highway 55,  Year Built: 1960,  Status: Posted for load,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 7,250 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,815 (year 2037),  Design Load: HS 20,  Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00024N,  Location: .9 MI N OF JCT KY 3211 (Lat: 37.386111,  Lng: -85.366111),  Route carried "on" structure: State highway 527,  Year Built: 1935,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 737 (year 2020),  Average Future Daily Traffic: 648 (year 2040),  Design Load: H 15,  Features Intersected: MIDDLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.330,  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: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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),  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $175,000,  Total Project Cost: $174,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00026N,  Location: .2 MI W OF JCT KY 3183 (Lat: 37.298333,  Lng: -85.372500),  Route carried "on" structure: State highway 3098,  Year Built: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 982 (year 2020),  Average Future Daily Traffic: 854 (year 2040),  Design Load: H 20,  Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.542,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 109B00032N,  Location: .55 MI N.W. OF JCT KY 883 (Lat: 37.359167,  Lng: -85.406944),  Route carried "on" structure: State highway 323,  Year Built: 1953,  Status: Posted for load,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 532 (year 2020),  Average Future Daily Traffic: 468 (year 2040),  Design Load: H 15,  Features Intersected: MIDDLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.121,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00034N,  Location: 1.0 MI N.W. OF JCT US 68 (Lat: 37.347222,  Lng: -85.390000),  Route carried "on" structure: State highway 323,  Year Built: 1973,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 443 (year 2019),  Average Future Daily Traffic: 389 (year 2039),  Design Load: H 20,  Features Intersected: LITTLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 109B00035N,  Location: .45 MI NE OF JCT KY 289 (Lat: 37.396111,  Lng: -85.351667),  Route carried "on" structure: State highway 1400,  Year Built: 1953,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 369 (year 2018),  Average Future Daily Traffic: 321 (year 2038),  Design Load: H 15,  Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.911,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present 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: March 2021

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Structure Number: 109B00037N,  Location: 1 MI NE-JCT US 68-KY 55 (Lat: 37.386111,  Lng: -85.280278),  Route carried "on" structure: State highway 1834,  Year Built: 1959,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 303 (year 2019),  Average Future Daily Traffic: 263 (year 2039),  Design Load: H 15,  Features Intersected: LONG BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.775,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 109B00042N,  Location: .10 MI WEST OF JCT KY 323 (Lat: 37.340556,  Lng: -85.348333),  Route carried "on" structure: US 68,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 18,467 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,358 (year 2038),  Design Load: H 20,  Features Intersected: BUCKHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.938,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: March 2020

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Structure Number: 109B00044N,  Location: .8 MI E OF JCT US 68 (Lat: 37.336111,  Lng: -85.360000),  Route carried "on" structure: State highway 323,  Year Built: 1978,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 4,242 (year 2017),  Average Future Daily Traffic: 3,945 (year 2037),  Design Load: HS 20,  Features Intersected: KY 55,  Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.764,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 109B00047N,  Location: 2.0 MI NW OF JCT US 68 (Lat: 37.351111,  Lng: -85.375556),  Route carried "on" structure: State highway 210,  Year Built: 1986,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 8,270 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,691 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00048N,  Location: .3 MI NW OF CAMPBELLSVL (Lat: 37.338889,  Lng: -85.360833),  Route carried "on" structure: State highway 210,  Year Built: 1986,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,963 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,335 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.693,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 109B00049N,  Location: .90 MI NOR OF JCT US 68 (Lat: 37.355000,  Lng: -85.351944),  Route carried "on" structure: State highway 527,  Year Built: 1986,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,849 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,579 (year 2039),  Design Load: HS 20,  Features Intersected: TRACE FORK,  Facility Carried by Structure: N. CENTRAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00050N,  Location: 1.7 MI NOR OF JCT US 68 (Lat: 37.363611,  Lng: -85.355556),  Route carried "on" structure: State highway 527,  Year Built: 1986,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,794 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,598 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.612,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 109B00053N,  Location: .80 MI NW OF JCT KY 883 (Lat: 37.370000,  Lng: -85.403611),  Route carried "on" structure: State highway 210,  Year Built: 1987,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 6,163 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,115 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE PITMAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.251,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00056N,  Location: .2 MI N-SHAWNEE DR-KY2219 (Lat: 37.355833,  Lng: -85.343333),  Route carried "on" structure: State highway 289,  Year Built: 1988,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 8,253 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,675 (year 2040),  Features Intersected: TRACE FK-CTY RSVR OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.436,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 109B00059N,  Location: 200' SW OF JCT. KY 527 (Lat: 37.356389,  Lng: -85.353889),  Route carried "on" structure: State highway 3350,  Year Built: 2001,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 7,425 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,905 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRACE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109B00060N,  Location: 0.5 MI SE OF JCT. KY 744 (Lat: 37.405833,  Lng: -85.387778),  Route carried "on" structure: State highway 527,  Year Built: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 737 (year 2020),  Average Future Daily Traffic: 648 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FLAT RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.328,  Lanes on structure: 2,  Owner: State 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: 6.7m (22.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 109B00062N,  Location: 1.9 MI NW JCT US 68 (Lat: 37.394444,  Lng: -85.312222),  Route carried "on" structure: State highway 3211,  Year Built: 2006,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 153 (year 2015),  Average Future Daily Traffic: 134 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: TRACE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.535,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 109B00063N,  Location: 1.0 MI N of Jct US 68 (Lat: 37.380556,  Lng: -85.310833),  Route carried "on" structure: State highway 3211,  Year Built: 2014,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 153 (year 2015),  Average Future Daily Traffic: 134 (year 2035),  Design Load: HS 20,  Features Intersected: Tributary of Trace Fork
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 7.076,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 91.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 109B00065N,  Location: 0.1 Mi W of Jct. KY 3183 (Lat: 37.339722,  Lng: -85.346389),  Route carried "on" structure: State highway 323,  Year Built: 1922,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,242 (year 2017),  Average Future Daily Traffic: 3,945 (year 2037),  Design Load: Greater than HL93,  Features Intersected: Buckhorn Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.056,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.6 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: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109C00011N,  Location: 0.5 MI NE OF KY 210 (Lat: 37.370833,  Lng: -85.402778),  Route carried "on" structure: County highway 1204,  Year Built: 1977,  Status: Posted for load,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 48 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: FLAT RUN,  Facility Carried by Structure: NOE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.094,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 90.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 109C00025N,  Location: 600' SE OF MAIN STREET (Lat: 37.339444,  Lng: -85.342778),  Route carried "on" structure: City street 1240,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 134 (year 2010),  Average Future Daily Traffic: 125 (year 2030),  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.212,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109C00027N,  Location: .15 MI SE-BROADWAY-US 68 (Lat: 37.343056,  Lng: -85.336389),  Route carried "on" structure: City street 1079,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 118 (year 2010),  Average Future Daily Traffic: 110 (year 2030),  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: DURHAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00031N,  Location: .3 MI NW- JCT US68-KY70 (Lat: 37.340556,  Lng: -85.355000),  Route carried "on" structure: City street 1185,  Year Built: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 330 (year 2010),  Average Future Daily Traffic: 310 (year 2030),  Design Load: HS 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: OLD GREENSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109C00032N,  Location: .75 MI NW-JCT US68-KY 70 (Lat: 37.338611,  Lng: -85.362222),  Route carried "on" structure: County highway 1221,  Year Built: 1986,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 132 (year 2010),  Average Future Daily Traffic: 124 (year 2030),  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: OLD GREENSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.142,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 109C00042N,  Location: .20 MI SOU. OF JCT US 68 (Lat: 37.339444,  Lng: -85.344444),  Route carried "on" structure: City street 1343,  Year Built: 1946,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,904 (year 2018),  Average Future Daily Traffic: 7,350 (year 2038),  Design Load: H 20,  Features Intersected: BUCKHORN CREEK,  Facility Carried by Structure: SOUTH COLUMBIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.445,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than 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),  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $98,000,  Total Project Cost: $97,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109C00045N,  Location: .30 MI NOR. OF JCT KY 883 (Lat: 37.333333,  Lng: -85.420556),  Route carried "on" structure: County highway 1215,  Year Built: 1962,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 272 (year 2010),  Average Future Daily Traffic: 236 (year 2030),  Design Load: H 15,  Features Intersected: LITTLE PITMAN CREEK,  Facility Carried by Structure: OLD SUMMERSVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00048N,  Location: 1.0 MI S. JCT US 68 (Lat: 37.309444,  Lng: -85.397500),  Route carried "on" structure: County highway 1223,  Year Built: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 144 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.516,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 14.3m (46.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00050N,  Location: 400' SOUTH JCT KY 3098 (Lat: 37.273889,  Lng: -85.411944),  Route carried "on" structure: Other road 1002,  Year Built: 2001,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 44 (year 2006),  Average Future Daily Traffic: 62 (year 2026),  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: ROCKY TOP TRL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.116,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% 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: 109C00051N,  Location: .2 MI NW OF JCT CR 5221 (Lat: 37.338056,  Lng: -85.405556),  Route carried "on" structure: County highway 1214,  Year Built: 2003,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 290 (year 2010),  Average Future Daily Traffic: 252 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: FAIRVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.452,  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: 18.6m (61.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00053N,  Location: 1.09 MI SW JCT. KY 323 (Lat: 37.334444,  Lng: -85.401111),  Route carried "on" structure: County highway 1221,  Year Built: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 132 (year 2010),  Average Future Daily Traffic: 2,030 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: TRIB. TO LITTLE PITMAN,  Facility Carried by Structure: OLD GREENSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.961,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00055N,  Location: 75' W OF JCT KY 527 (Lat: 37.361667,  Lng: -85.355556),  Route carried "on" structure: City street 1355,  Year Built: 2003,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 128 (year 2010),  Average Future Daily Traffic: 120 (year 2030),  Features Intersected: PITMAN CREEK,  Facility Carried by Structure: WEDGEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00057N,  Location: 2.15 MI S OF KY 1834 (Lat: 37.356944,  Lng: -85.281944),  Route carried "on" structure: County highway 1002,  Year Built: 2006,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 131 (year 2010),  Average Future Daily Traffic: 113 (year 2030),  Features Intersected: LONG BRANCH CREEK,  Facility Carried by Structure: Long Branch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.333,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109C00061N,  Location: 0.05 MI S of Jct. KY 3098 (Lat: 37.287500,  Lng: -85.386111),  Route carried "on" structure: County highway 1264,  Year Built: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16 (year 2011),  Average Future Daily Traffic: 2,031 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: Meadow Creek,  Facility Carried by Structure: Gwinn Lane
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.4 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: August 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: 109C00068N,  Location: 1.35 Miles S of US 68 (Lat: 37.368333,  Lng: -85.283333),  Route carried "on" structure: County highway 1001,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 259 (year 2010),  Average Future Daily Traffic: 225 (year 2030),  Design Load: Greater than HL93,  Features Intersected: Long Branch,  Facility Carried by Structure: Wise Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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