Bridge Statistics for Salyersville, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 51970-1979
- 61980-1989
- 111990-1999
- 22000-2009
- 172010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Excellent
- 38.5%Very good
- 38.5%Good
- 15.4%Satisfactory
- Bridge Condition - Superstructure
- 10.3%Excellent
- 28.2%Very good
- 35.9%Good
- 15.4%Satisfactory
- 7.7%Fair
- 2.6%Poor
- Bridge Condition - Substructure
- 7.7%Excellent
- 25.6%Very good
- 43.6%Good
- 15.4%Satisfactory
- 5.1%Fair
- 2.6%Poor
- Bridge Condition - Channel
- 17.5%Excellent
- 37.5%Very good
- 30.0%Good
- 12.5%Satisfactory
- 2.5%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 77B00006N, Location: .1 MI E OF W-JCT KY 1415 (Lat: 37.732778, Lng: -83.019722), Route carried "on" structure: US 460, Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8,468 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,959 (year 2036), Features Intersected: ROCKHOUSE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.010, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 77B00006N, Location: .1 MI E OF W-JCT KY 1415 (Lat: 37.732778, Lng: -83.019722), Route carried "on" structure: US 460, Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8,468 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 7,959 (year 2036), Features Intersected: ROCKHOUSE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.010, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 77B00024N, Location: .60 MI S.W. OF JCT KY 867 (Lat: 37.705278, Lng: -83.074167), Route carried "on" structure: State highway 1090, Year Built: 1952, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 191 (year 2018), Average Future Daily Traffic: 168 (year 2038), Design Load: H 15, Features Intersected: STINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
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: 39.9 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 77B00024N, Location: .60 MI S.W. OF JCT KY 867 (Lat: 37.705278, Lng: -83.074167), Route carried "on" structure: State highway 1090, Year Built: 1952, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 191 (year 2018), Average Future Daily Traffic: 168 (year 2038), Design Load: H 15, Features Intersected: STINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
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: 39.9 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 77B00025N, Location: .10 MI NOR. OF JCT KY 867 (Lat: 37.712778, Lng: -83.070833), Route carried "on" structure: State highway 1090, Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 709 (year 2019), Average Future Daily Traffic: 623 (year 2039), Design Load: H 15, Features Intersected: STINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.027, 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: 2, Length of Maximum Span: 3.5m (11.5ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 77B00025N, Location: .10 MI NOR. OF JCT KY 867 (Lat: 37.712778, Lng: -83.070833), Route carried "on" structure: State highway 1090, Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 709 (year 2019), Average Future Daily Traffic: 623 (year 2039), Design Load: H 15, Features Intersected: STINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.027, 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: 2, Length of Maximum Span: 3.5m (11.5ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 77B00027N, Location: .10 MI S.W. OF JCT KY 7 (Lat: 37.732222, Lng: -83.060556), Route carried "on" structure: State highway 1090, Year Built: 1967, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 709 (year 2019), Average Future Daily Traffic: 623 (year 2039), Design Load: H 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77B00027N, Location: .10 MI S.W. OF JCT KY 7 (Lat: 37.732222, Lng: -83.060556), Route carried "on" structure: State highway 1090, Year Built: 1967, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 709 (year 2019), Average Future Daily Traffic: 623 (year 2039), Design Load: H 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77B00052N, Location: .06 MI S.E. OF JCT KY 40 (Lat: 37.758056, Lng: -83.050000), Route carried "on" structure: State highway 2020, Year Built: 1967, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 264 (year 2039), Design Load: H 20, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $85,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 77B00052N, Location: .06 MI S.E. OF JCT KY 40 (Lat: 37.758056, Lng: -83.050000), Route carried "on" structure: State highway 2020, Year Built: 1967, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 264 (year 2039), Design Load: H 20, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, 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: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $85,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 77B00061N, Location: .55 MI N.E. OF JCT KY 114 (Lat: 37.737222, Lng: -83.010278), Route carried "on" structure: US 460, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,827 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,597 (year 2038), Design Load: HS 20, Features Intersected: ROCKHOUSE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.214, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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 desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 77B00061N, Location: .55 MI N.E. OF JCT KY 114 (Lat: 37.737222, Lng: -83.010278), Route carried "on" structure: US 460, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,827 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,597 (year 2038), Design Load: HS 20, Features Intersected: ROCKHOUSE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.214, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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 desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 77B00064N, Location: 3.4 MI NOR. OF JCT US 460 (Lat: 37.796111, Lng: -83.091944), Route carried "on" structure: State highway 2019, Year Built: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,035 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2038), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.604, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $85,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 77B00064N, Location: 3.4 MI NOR. OF JCT US 460 (Lat: 37.796111, Lng: -83.091944), Route carried "on" structure: State highway 2019, Year Built: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,035 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2038), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.604, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $85,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 77B00065N, Location: .1 MI E OF JCT KY 1635 (Lat: 37.679444, Lng: -83.048333), Route carried "on" structure: State highway 867, Year Built: 1978, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 613 (year 2018), Average Future Daily Traffic: 539 (year 2038), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.524, 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: 2, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77B00065N, Location: .1 MI E OF JCT KY 1635 (Lat: 37.679444, Lng: -83.048333), Route carried "on" structure: State highway 867, Year Built: 1978, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 613 (year 2018), Average Future Daily Traffic: 539 (year 2038), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.524, 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: 2, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77B00073N, Location: 900' S.W. JCT.CR 1265 (Lat: 37.728611, Lng: -83.131389), Route carried "on" structure: State highway 3337, Year Built: 1980, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 140 (year 2017), Average Future Daily Traffic: 121 (year 2037), Design Load: HS 20, Features Intersected: LEFT FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $171,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 77B00073N, Location: 900' S.W. JCT.CR 1265 (Lat: 37.728611, Lng: -83.131389), Route carried "on" structure: State highway 3337, Year Built: 1980, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 140 (year 2017), Average Future Daily Traffic: 121 (year 2037), Design Load: HS 20, Features Intersected: LEFT FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $171,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 77B00074N, Location: 1.22 MI W KY 1081 (Lat: 37.778889, Lng: -83.021389), Route carried "on" structure: State highway 40, Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,053 (year 2040), Design Load: HS 25 or greater, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00074N, Location: 1.22 MI W KY 1081 (Lat: 37.778889, Lng: -83.021389), Route carried "on" structure: State highway 40, Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,053 (year 2040), Design Load: HS 25 or greater, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77B00075N, Location: .65 MI W KY 1081 (Lat: 37.782500, Lng: -83.012500), Route carried "on" structure: State highway 40, Year Built: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,053 (year 2040), Design Load: HS 20, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00075N, Location: .65 MI W KY 1081 (Lat: 37.782500, Lng: -83.012500), Route carried "on" structure: State highway 40, Year Built: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,053 (year 2040), Design Load: HS 20, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77B00077N, Location: .5 MI W JCT KY 30 (Lat: 37.747222, Lng: -83.090000), Route carried "on" structure: State highway 30, Year Built: 1997, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,139 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,002 (year 2038), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.856, 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: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00077N, Location: .5 MI W JCT KY 30 (Lat: 37.747222, Lng: -83.090000), Route carried "on" structure: State highway 30, Year Built: 1997, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,139 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,002 (year 2038), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.856, 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: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77B00080N, Location: 0.1 MI. S. US 460 JCT. (Lat: 37.731111, Lng: -83.022500), Route carried "on" structure: State highway 1888, Year Built: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,174 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,913 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROCKHOUSE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 29.9m (98.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 92.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00080N, Location: 0.1 MI. S. US 460 JCT. (Lat: 37.731111, Lng: -83.022500), Route carried "on" structure: State highway 1888, Year Built: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,174 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,913 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROCKHOUSE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 29.9m (98.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 92.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77B00081N, Location: 0.01 MI. S. U.S. 460 JCT. (Lat: 37.748333, Lng: -83.067222), Route carried "on" structure: State highway 7, Year Built: 2004, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 3,832 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,372 (year 2035), Design Load: HS 25 or greater, Features Intersected: BURNING FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.343, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00081N, Location: 0.01 MI. S. U.S. 460 JCT. (Lat: 37.748333, Lng: -83.067222), Route carried "on" structure: State highway 7, Year Built: 2004, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 3,832 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,372 (year 2035), Design Load: HS 25 or greater, Features Intersected: BURNING FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.343, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77B00082N, Location: 0.1 MI. E. KY. 40 JCT. (Lat: 37.750556, Lng: -83.068333), Route carried "on" structure: US 460, Year Built: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 8,686 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,209 (year 2039), Design Load: HS 25 or greater, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00082N, Location: 0.1 MI. E. KY. 40 JCT. (Lat: 37.750556, Lng: -83.068333), Route carried "on" structure: US 460, Year Built: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 8,686 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,209 (year 2039), Design Load: HS 25 or greater, Features Intersected: STATE ROAD FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 77B00086L, Location: 1.4 Mile W of Exit 72 (Lat: 37.740000, Lng: -83.129722), Route carried "on" structure: State highway 9009, Year Built: 2016, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 2,239 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,105 (year 2035), Design Load: Greater than HL93, Features Intersected: Middle Fk. Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.8 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: 42.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00086L, Location: 1.4 Mile W of Exit 72 (Lat: 37.740000, Lng: -83.129722), Route carried "on" structure: State highway 9009, Year Built: 2016, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 2,239 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,105 (year 2035), Design Load: Greater than HL93, Features Intersected: Middle Fk. Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.8 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: 42.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00086R, Location: 1.4 MI W of Exit 72 (Lat: 37.740000, Lng: -83.129722), Route carried "on" structure: State highway 9009, Year Built: 2015, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 2,239 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,105 (year 2035), Design Load: Greater than HL93, Features Intersected: Middle Fk. Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.1 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: 42.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00086R, Location: 1.4 MI W of Exit 72 (Lat: 37.740000, Lng: -83.129722), Route carried "on" structure: State highway 9009, Year Built: 2015, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 2,239 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,105 (year 2035), Design Load: Greater than HL93, Features Intersected: Middle Fk. Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.1 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: 42.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00087N, Location: MP 70.57 Ky 3050 overpass (Lat: 37.737222, Lng: -83.126667), Route carried "on" structure: State highway 3050, Year Built: 2015, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 245 (year 2017), Average Future Daily Traffic: 213 (year 2037), Design Load: Greater than HL93, Features Intersected: ky 9009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00087N, Location: MP 70.57 Ky 3050 overpass (Lat: 37.737222, Lng: -83.126667), Route carried "on" structure: State highway 3050, Year Built: 2015, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 245 (year 2017), Average Future Daily Traffic: 213 (year 2037), Design Load: Greater than HL93, Features Intersected: ky 9009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00088N, Location: 1.4 MI W MTN PKWY EXIT 72 (Lat: 37.714111, Lng: -83.115436), Route carried "on" structure: State highway 30, Year Built: 2016, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,728 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: Greater than HL93, Features Intersected: LT. FK Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.6 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: 55.4 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00088N, Location: 1.4 MI W MTN PKWY EXIT 72 (Lat: 37.714111, Lng: -83.115436), Route carried "on" structure: State highway 30, Year Built: 2016, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,728 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: Greater than HL93, Features Intersected: LT. FK Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.186, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.6 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: 55.4 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: 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: January 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: 77B00089N, Location: 0.25mi west of exit 75 (Lat: 37.736214, Lng: -83.067528), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 14.58m (47.83ft), Average Daily Traffic: 5,561 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 5,227 (year 2035), Design Load: Greater than HL93, Features Intersected: Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.256, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 62.2 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00089N, Location: 0.25mi west of exit 75 (Lat: 37.736214, Lng: -83.067528), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 14.58m (47.83ft), Average Daily Traffic: 5,561 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 5,227 (year 2035), Design Load: Greater than HL93, Features Intersected: Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.256, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 62.2 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00090N, Location: At exit 75 on mnt prk way (Lat: 37.735986, Lng: -83.063036), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 7,155 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 6,725 (year 2035), Design Load: Greater than HL93, Features Intersected: Over KY7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.660, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 36 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.4m (109.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.5 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: 49.6 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00090N, Location: At exit 75 on mnt prk way (Lat: 37.735986, Lng: -83.063036), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 7,155 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 6,725 (year 2035), Design Load: Greater than HL93, Features Intersected: Over KY7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.660, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 36 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.4m (109.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.5 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: 49.6 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00091N, Location: 2.9 Mi. N. of JCT US 460 (Lat: 37.791022, Lng: -83.085103), Route carried "on" structure: State highway 2019, Year Built: 2017, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,232 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,084 (year 2040), Design Load: Greater than HL93, Features Intersected: Lick Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 72.3 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: 55.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00091N, Location: 2.9 Mi. N. of JCT US 460 (Lat: 37.791022, Lng: -83.085103), Route carried "on" structure: State highway 2019, Year Built: 2017, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,232 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,084 (year 2040), Design Load: Greater than HL93, Features Intersected: Lick Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 72.3 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: 55.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00092N, Location: .5mi east of exit 75 (Lat: 37.741111, Lng: -83.056111), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 7,155 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 6,725 (year 2035), Design Load: Greater than HL93, Features Intersected: Burning Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.533, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 93.3 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: 71.9 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00092N, Location: .5mi east of exit 75 (Lat: 37.741111, Lng: -83.056111), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 7,155 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 6,725 (year 2035), Design Load: Greater than HL93, Features Intersected: Burning Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.533, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 93.3 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: 71.9 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00093L, Location: At exit 72 mtn prk way (Lat: 37.731667, Lng: -83.107222), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,781 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2035), Design Load: Greater than HL93, Features Intersected: KY30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.448, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 91.0 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: 63.8 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00093L, Location: At exit 72 mtn prk way (Lat: 37.731667, Lng: -83.107222), Route carried "on" structure: State highway 9009, Year Built: 2017, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,781 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2035), Design Load: Greater than HL93, Features Intersected: KY30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.448, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 91.0 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: 63.8 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00093R, Location: KY 9009/ KY 30 INT. (Lat: 37.731667, Lng: -83.107222), Route carried "on" structure: State highway 9009, Year Built: 2015, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,781 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2035), Design Load: Greater than HL93, Features Intersected: KY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.448, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00093R, Location: KY 9009/ KY 30 INT. (Lat: 37.731667, Lng: -83.107222), Route carried "on" structure: State highway 9009, Year Built: 2015, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,781 (year 2015), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2035), Design Load: Greater than HL93, Features Intersected: KY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.448, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77B00094N, Location: .05 MI SOU. OF JCT US 460 (Lat: 37.751111, Lng: -83.084444), Route carried "on" structure: State highway 30, Year Built: 2019, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,139 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,002 (year 2038), Design Load: Greater than HL93, Features Intersected: Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77B00094N, Location: .05 MI SOU. OF JCT US 460 (Lat: 37.751111, Lng: -83.084444), Route carried "on" structure: State highway 30, Year Built: 2019, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,139 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,002 (year 2038), Design Load: Greater than HL93, Features Intersected: Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: January 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: 77C00004N, Location: .05 MI W OF JCT KY 1081 (Lat: 37.814722, Lng: -83.017500), Route carried "on" structure: Bypass County highway 1063, Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 167 (year 2013), Average Future Daily Traffic: 145 (year 2033), Features Intersected: BIG MINE FORK, Facility Carried by Structure: VANZEL BORDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $66,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00004N, Location: .05 MI W OF JCT KY 1081 (Lat: 37.814722, Lng: -83.017500), Route carried "on" structure: Bypass County highway 1063, Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 167 (year 2013), Average Future Daily Traffic: 145 (year 2033), Features Intersected: BIG MINE FORK, Facility Carried by Structure: VANZEL BORDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $66,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00011N, Location: .1 MI E OF JCT KY 30 (Lat: 37.695556, Lng: -83.121667), Route carried "on" structure: County highway 1239, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 34 (year 2033), Features Intersected: LEFT FORK CREEK, Facility Carried by Structure: CARTY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.206, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $110,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00011N, Location: .1 MI E OF JCT KY 30 (Lat: 37.695556, Lng: -83.121667), Route carried "on" structure: County highway 1239, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 34 (year 2033), Features Intersected: LEFT FORK CREEK, Facility Carried by Structure: CARTY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.206, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $110,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00026N, Location: .1 MI S OF JCT US460&KY7 (Lat: 37.754444, Lng: -83.112778), Route carried "on" structure: County highway 1368, Year Built: 1975, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 27 (year 2006), Average Future Daily Traffic: 29 (year 2026), Design Load: HS 20, Features Intersected: LICKING RIVER, Facility Carried by Structure: HOLDERBY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 77C00026N, Location: .1 MI S OF JCT US460&KY7 (Lat: 37.754444, Lng: -83.112778), Route carried "on" structure: County highway 1368, Year Built: 1975, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 27 (year 2006), Average Future Daily Traffic: 29 (year 2026), Design Load: HS 20, Features Intersected: LICKING RIVER, Facility Carried by Structure: HOLDERBY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 77C00037N, Location: .05 MI S JCT US 460 (Lat: 37.756944, Lng: -83.123056), Route carried "on" structure: County highway 1265, Year Built: 1989, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 94 (year 2012), Average Future Daily Traffic: 81 (year 2032), Design Load: HS 20, Features Intersected: LICKING RIVER, Facility Carried by Structure: GIFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77C00037N, Location: .05 MI S JCT US 460 (Lat: 37.756944, Lng: -83.123056), Route carried "on" structure: County highway 1265, Year Built: 1989, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 94 (year 2012), Average Future Daily Traffic: 81 (year 2032), Design Load: HS 20, Features Intersected: LICKING RIVER, Facility Carried by Structure: GIFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77C00041N, Location: 1 MI S US 460 (Lat: 37.745833, Lng: -83.132778), Route carried "on" structure: County highway 1265, Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 158 (year 2006), Average Future Daily Traffic: 170 (year 2026), Design Load: HS 25 or greater, Features Intersected: MIDDLE FORK LICKING RIVE, Facility Carried by Structure: GIFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00041N, Location: 1 MI S US 460 (Lat: 37.745833, Lng: -83.132778), Route carried "on" structure: County highway 1265, Year Built: 1991, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 158 (year 2006), Average Future Daily Traffic: 170 (year 2026), Design Load: HS 25 or greater, Features Intersected: MIDDLE FORK LICKING RIVE, Facility Carried by Structure: GIFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00050N, Location: .05 MI S JCT KY 1888 (Lat: 37.710000, Lng: -83.007222), Route carried "on" structure: County highway 1169, Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 104 (year 2006), Average Future Daily Traffic: 112 (year 2026), Design Load: HS 25 or greater, Features Intersected: RIGHT FK-ARNETT BR, Facility Carried by Structure: Jim Arnett Br Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00050N, Location: .05 MI S JCT KY 1888 (Lat: 37.710000, Lng: -83.007222), Route carried "on" structure: County highway 1169, Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 104 (year 2006), Average Future Daily Traffic: 112 (year 2026), Design Load: HS 25 or greater, Features Intersected: RIGHT FK-ARNETT BR, Facility Carried by Structure: Jim Arnett Br Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00053N, Location: .15 MI S JCT KY 40 (Lat: 37.754167, Lng: -83.056944), Route carried "on" structure: City street 1002, Year Built: 1995, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 21 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 25 or greater, Features Intersected: HORSEPEN FORK, Facility Carried by Structure: CONLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.142, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 21.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00053N, Location: .15 MI S JCT KY 40 (Lat: 37.754167, Lng: -83.056944), Route carried "on" structure: City street 1002, Year Built: 1995, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 21 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 25 or greater, Features Intersected: HORSEPEN FORK, Facility Carried by Structure: CONLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.142, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 21.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00055N, Location: 1.8 MI- E JCT KY 2019 (Lat: 37.809722, Lng: -83.061667), Route carried "on" structure: County highway 1057, Year Built: 1996, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 31 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: GAMBLE BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 1, Owner: County 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: 3.8m (12.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00055N, Location: 1.8 MI- E JCT KY 2019 (Lat: 37.809722, Lng: -83.061667), Route carried "on" structure: County highway 1057, Year Built: 1996, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 31 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: GAMBLE BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 1, Owner: County 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: 3.8m (12.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00056N, Location: .1 MI S JCT KY 114 (Lat: 37.738889, Lng: -83.044722), Route carried "on" structure: County highway 1201, Year Built: 1996, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 159 (year 2013), Average Future Daily Traffic: 138 (year 2033), Design Load: HS 25 or greater, Features Intersected: BURNING FORK, Facility Carried by Structure: LICK BRANCH OF BUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 1, Owner: County 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: 19.2m (63.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00056N, Location: .1 MI S JCT KY 114 (Lat: 37.738889, Lng: -83.044722), Route carried "on" structure: County highway 1201, Year Built: 1996, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 159 (year 2013), Average Future Daily Traffic: 138 (year 2033), Design Load: HS 25 or greater, Features Intersected: BURNING FORK, Facility Carried by Structure: LICK BRANCH OF BUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 1, Owner: County 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: 19.2m (63.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00057N, Location: 0.1 MI S JCT KY 1888 (Lat: 37.729444, Lng: -83.022778), Route carried "on" structure: County highway 1174, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 119 (year 2013), Average Future Daily Traffic: 103 (year 2033), Design Load: HS 25 or greater, Features Intersected: BURNING FORK, Facility Carried by Structure: CAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 77C00057N, Location: 0.1 MI S JCT KY 1888 (Lat: 37.729444, Lng: -83.022778), Route carried "on" structure: County highway 1174, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 119 (year 2013), Average Future Daily Traffic: 103 (year 2033), Design Load: HS 25 or greater, Features Intersected: BURNING FORK, Facility Carried by Structure: CAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 77C00058N, Location: .06 MI N JCT KY 3337 (Lat: 37.729444, Lng: -83.134722), Route carried "on" structure: Alternate County highway 1264, Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 44 (year 2013), Average Future Daily Traffic: 38 (year 2033), Design Load: HS 25 or greater, Features Intersected: RIGHT FORK-FRITZ BRANCH, Facility Carried by Structure: GHOST BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00058N, Location: .06 MI N JCT KY 3337 (Lat: 37.729444, Lng: -83.134722), Route carried "on" structure: Alternate County highway 1264, Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 44 (year 2013), Average Future Daily Traffic: 38 (year 2033), Design Load: HS 25 or greater, Features Intersected: RIGHT FORK-FRITZ BRANCH, Facility Carried by Structure: GHOST BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00059N, Location: .001 MI E KY 7 MP 22.25 (Lat: 37.716389, Lng: -83.045556), Route carried "on" structure: County highway 1206, Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 27 (year 2026), Features Intersected: MASON FORK, Facility Carried by Structure: TAYLOR GIPSON CEME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77C00059N, Location: .001 MI E KY 7 MP 22.25 (Lat: 37.716389, Lng: -83.045556), Route carried "on" structure: County highway 1206, Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 27 (year 2026), Features Intersected: MASON FORK, Facility Carried by Structure: TAYLOR GIPSON CEME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 77C00061N, Location: .6 MI.S. DIXIE AVE. (Lat: 37.740000, Lng: -83.079167), Route carried "on" structure: City street 1028, Year Built: 1997, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 254 (year 2012), Average Future Daily Traffic: 220 (year 2032), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER, Facility Carried by Structure: SUGAR CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77C00061N, Location: .6 MI.S. DIXIE AVE. (Lat: 37.740000, Lng: -83.079167), Route carried "on" structure: City street 1028, Year Built: 1997, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 254 (year 2012), Average Future Daily Traffic: 220 (year 2032), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER, Facility Carried by Structure: SUGAR CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77C00067N, Location: 1.3 mi NE of JCT KY2019 (Lat: 37.806389, Lng: -83.075278), Route carried "on" structure: County highway 1059, Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 246 (year 2012), Average Future Daily Traffic: 214 (year 2032), Design Load: HS 25 or greater, Features Intersected: Cooper Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 77C00067N, Location: 1.3 mi NE of JCT KY2019 (Lat: 37.806389, Lng: -83.075278), Route carried "on" structure: County highway 1059, Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 246 (year 2012), Average Future Daily Traffic: 214 (year 2032), Design Load: HS 25 or greater, Features Intersected: Cooper Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 77C00070N, Location: 0.1 M S KY 2020 MP 0.46 (Lat: 37.753889, Lng: -83.043889), Route carried "on" structure: County highway 1003, Year Built: 1982, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 37 (year 2035), Features Intersected: Mash Fork, Facility Carried by Structure: Cheek Cem. Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), 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: 4.1m (13.5ft)
Condition: Deck: Very good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 77C00070N, Location: 0.1 M S KY 2020 MP 0.46 (Lat: 37.753889, Lng: -83.043889), Route carried "on" structure: County highway 1003, Year Built: 1982, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 37 (year 2035), Features Intersected: Mash Fork, Facility Carried by Structure: Cheek Cem. Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), 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: 4.1m (13.5ft)
Condition: Deck: Very good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber