Bridge Statistics for West Liberty, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 325ft / 99.4mTotal length
- $403,000Total costs
- 53,608Total average daily traffic
- 3,585Total average daily truck traffic
- 50,126Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for West Liberty
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 11950-1959
- 11960-1969
- 41970-1979
- 41980-1989
- 61990-1999
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 5.3%Excellent
- 15.8%Very good
- 52.6%Good
- 26.3%Satisfactory
- Bridge Condition - Superstructure
- 5.3%Excellent
- 10.5%Very good
- 52.6%Good
- 26.3%Satisfactory
- 5.3%Fair
- Bridge Condition - Substructure
- 5.3%Excellent
- 10.5%Very good
- 84.2%Good
- Bridge Condition - Channel
- 3.7%Excellent
- 14.8%Very good
- 66.7%Good
- 11.1%Satisfactory
- 3.7%Poor
- Bridge Condition - Culverts
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 88B00009N, Location: 1.1 MI WEST OF JCT KY 650 (Lat: 37.964722, Lng: -83.200833), Route carried "on" structure: State highway 172, Year Built: 1937, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,838 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,617 (year 2040), Features Intersected: RUSH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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: October 2020
Structure Number: 88B00009N, Location: 1.1 MI WEST OF JCT KY 650 (Lat: 37.964722, Lng: -83.200833), Route carried "on" structure: State highway 172, Year Built: 1937, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,838 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,617 (year 2040), Features Intersected: RUSH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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: October 2020
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Structure Number: 88B00018N, Location: .55 MI EAST OF JCT KY 172 (Lat: 37.916944, Lng: -83.239444), Route carried "on" structure: US 460, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,393 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,156 (year 2040), Features Intersected: SPAWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.689, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: October 2021
Structure Number: 88B00018N, Location: .55 MI EAST OF JCT KY 172 (Lat: 37.916944, Lng: -83.239444), Route carried "on" structure: US 460, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,393 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,156 (year 2040), Features Intersected: SPAWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.689, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: October 2021
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Structure Number: 88B00019N, Location: .75 MI NOR. OF JCT KY 364 (Lat: 37.898333, Lng: -83.201389), Route carried "on" structure: US 460, Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,393 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,156 (year 2040), Features Intersected: WAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: October 2021
Structure Number: 88B00019N, Location: .75 MI NOR. OF JCT KY 364 (Lat: 37.898333, Lng: -83.201389), Route carried "on" structure: US 460, Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,393 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,156 (year 2040), Features Intersected: WAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: October 2021
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Structure Number: 88B00024N, Location: .5 MI N OF JCT KY 844 (Lat: 37.847778, Lng: -83.258611), Route carried "on" structure: State highway 191, Year Built: 1928, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,026 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 902 (year 2038), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $195,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 88B00024N, Location: .5 MI N OF JCT KY 844 (Lat: 37.847778, Lng: -83.258611), Route carried "on" structure: State highway 191, Year Built: 1928, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,026 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 902 (year 2038), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $195,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 88B00058N, Location: 3.5 MI EAST OF JCT KY 7 (Lat: 37.959722, Lng: -83.238611), Route carried "on" structure: State highway 1161, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 180 (year 2019), Average Future Daily Traffic: 156 (year 2039), Design Load: H 20, Features Intersected: MORDICA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 88B00058N, Location: 3.5 MI EAST OF JCT KY 7 (Lat: 37.959722, Lng: -83.238611), Route carried "on" structure: State highway 1161, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 180 (year 2019), Average Future Daily Traffic: 156 (year 2039), Design Load: H 20, Features Intersected: MORDICA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 88B00069N, Location: .1 MI W OF JCT KY 191 (Lat: 37.841389, Lng: -83.256667), Route carried "on" structure: State highway 844, Year Built: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 161 (year 2019), Average Future Daily Traffic: 141 (year 2039), Design Load: H 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $209,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 88B00069N, Location: .1 MI W OF JCT KY 191 (Lat: 37.841389, Lng: -83.256667), Route carried "on" structure: State highway 844, Year Built: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 161 (year 2019), Average Future Daily Traffic: 141 (year 2039), Design Load: H 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $209,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 88B00071N, Location: 1 MI SW OF JCT KY 191 (Lat: 37.885556, Lng: -83.290556), Route carried "on" structure: US 460, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 6,320 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,245 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.536, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88B00071N, Location: 1 MI SW OF JCT KY 191 (Lat: 37.885556, Lng: -83.290556), Route carried "on" structure: US 460, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 6,320 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,245 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.536, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 88B00072N, Location: 700' SW OF JCT KY 191 (Lat: 37.896111, Lng: -83.287222), Route carried "on" structure: US 460, Year Built: 1982, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 6,320 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,245 (year 2038), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88B00072N, Location: 700' SW OF JCT KY 191 (Lat: 37.896111, Lng: -83.287222), Route carried "on" structure: US 460, Year Built: 1982, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 6,320 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,245 (year 2038), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 88B00076N, Location: .55 MI. WEST JCT KY 460 (Lat: 37.914722, Lng: -83.261944), Route carried "on" structure: US 460, Year Built: 1985, Status: Posted for load, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 11,647 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 9,667 (year 2039), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88B00076N, Location: .55 MI. WEST JCT KY 460 (Lat: 37.914722, Lng: -83.261944), Route carried "on" structure: US 460, Year Built: 1985, Status: Posted for load, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 11,647 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 9,667 (year 2039), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 88B00080N, Location: .04 MI.E.KY 364 (Lat: 37.886111, Lng: -83.203333), Route carried "on" structure: US 460, Year Built: 1989, Status: Open, Structure Length: 17.04m (55.91ft), Average Daily Traffic: 1,254 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,040 (year 2038), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 88B00080N, Location: .04 MI.E.KY 364 (Lat: 37.886111, Lng: -83.203333), Route carried "on" structure: US 460, Year Built: 1989, Status: Open, Structure Length: 17.04m (55.91ft), Average Daily Traffic: 1,254 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,040 (year 2038), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88B00088N, Location: 2.0 MI. N. KY. 1161 JCT. (Lat: 37.987222, Lng: -83.279167), Route carried "on" structure: State highway 7, Year Built: 2001, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,688 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 1,401 (year 2035), Features Intersected: LICK FORK TRIBUTORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 88B00088N, Location: 2.0 MI. N. KY. 1161 JCT. (Lat: 37.987222, Lng: -83.279167), Route carried "on" structure: State highway 7, Year Built: 2001, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,688 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 1,401 (year 2035), Features Intersected: LICK FORK TRIBUTORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 88B00090N, Location: 0.2 MI.S. KY 519 JCT. (Lat: 37.943056, Lng: -83.283056), Route carried "on" structure: State highway 7, Year Built: 2005, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 5,574 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 4,626 (year 2039), Design Load: HS 25 or greater, Features Intersected: ELK FORK / LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.769, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88B00090N, Location: 0.2 MI.S. KY 519 JCT. (Lat: 37.943056, Lng: -83.283056), Route carried "on" structure: State highway 7, Year Built: 2005, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 5,574 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 4,626 (year 2039), Design Load: HS 25 or greater, Features Intersected: ELK FORK / LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.769, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 88B00091N, Location: 1.7 MI. S. US 460 JCT. (Lat: 37.880000, Lng: -83.262500), Route carried "on" structure: State highway 191, Year Built: 2005, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,026 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 902 (year 2038), Design Load: HS 25 or greater, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88B00091N, Location: 1.7 MI. S. US 460 JCT. (Lat: 37.880000, Lng: -83.262500), Route carried "on" structure: State highway 191, Year Built: 2005, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,026 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 902 (year 2038), Design Load: HS 25 or greater, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 88B00097N, Location: 600ft from Ky1161 JCT (Lat: 37.947778, Lng: -83.215833), Route carried "on" structure: State highway 172, Year Built: 2016, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 1,838 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,617 (year 2040), Design Load: Greater than HL93, Features Intersected: Elk Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.471, Lanes on structure: 2, 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88B00097N, Location: 600ft from Ky1161 JCT (Lat: 37.947778, Lng: -83.215833), Route carried "on" structure: State highway 172, Year Built: 2016, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 1,838 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,617 (year 2040), Design Load: Greater than HL93, Features Intersected: Elk Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.471, Lanes on structure: 2, 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 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: 88B00099N, Location: 0.1 MI E of JCT Ky 7 (Lat: 37.958889, Lng: -83.280556), Route carried "on" structure: State highway 1161, Year Built: 2018, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2019), Average Future Daily Traffic: 156 (year 2039), Design Load: Greater than HL93, Features Intersected: Lick fork creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 88B00099N, Location: 0.1 MI E of JCT Ky 7 (Lat: 37.958889, Lng: -83.280556), Route carried "on" structure: State highway 1161, Year Built: 2018, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2019), Average Future Daily Traffic: 156 (year 2039), Design Load: Greater than HL93, Features Intersected: Lick fork creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 88C00035N, Location: .1 MI W OF JCT US 460 (Lat: 37.892500, Lng: -83.290556), Route carried "on" structure: County highway 1276, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 92 (year 2012), Average Future Daily Traffic: 80 (year 2032), Features Intersected: LITTLE CANEY CREEK, Facility Carried by Structure: INDEX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Poor, 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: October 2020
Structure Number: 88C00035N, Location: .1 MI W OF JCT US 460 (Lat: 37.892500, Lng: -83.290556), Route carried "on" structure: County highway 1276, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 92 (year 2012), Average Future Daily Traffic: 80 (year 2032), Features Intersected: LITTLE CANEY CREEK, Facility Carried by Structure: INDEX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Poor, 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: October 2020
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Structure Number: 88C00037N, Location: 100' W OF JCT CR 5300 (Lat: 37.917222, Lng: -83.296667), Route carried "on" structure: County highway 1466, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 76 (year 2012), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: GOLF COURSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88C00037N, Location: 100' W OF JCT CR 5300 (Lat: 37.917222, Lng: -83.296667), Route carried "on" structure: County highway 1466, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 76 (year 2012), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: GOLF COURSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 88C00044N, Location: 50' E OF JCT US 460 (Lat: 37.882222, Lng: -83.293333), Route carried "on" structure: County highway 1281, Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 102 (year 2012), Average Future Daily Traffic: 88 (year 2032), Design Load: H 20, Features Intersected: LITTLE CANEY CREEK, Facility Carried by Structure: ELAM LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 88C00044N, Location: 50' E OF JCT US 460 (Lat: 37.882222, Lng: -83.293333), Route carried "on" structure: County highway 1281, Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 102 (year 2012), Average Future Daily Traffic: 88 (year 2032), Design Load: H 20, Features Intersected: LITTLE CANEY CREEK, Facility Carried by Structure: ELAM LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88C00045N, Location: 50 FT. W. OF KY 191 (Lat: 37.896944, Lng: -83.281389), Route carried "on" structure: Other road 1031, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,337 (year 2012), Average Future Daily Traffic: 2,903 (year 2032), Design Load: H 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: MORGAN COUNTY HIGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, 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: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 88C00045N, Location: 50 FT. W. OF KY 191 (Lat: 37.896944, Lng: -83.281389), Route carried "on" structure: Other road 1031, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,337 (year 2012), Average Future Daily Traffic: 2,903 (year 2032), Design Load: H 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: MORGAN COUNTY HIGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, 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: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88C00063N, Location: .02 MI S JCT US 460 (Lat: 37.917778, Lng: -83.260278), Route carried "on" structure: City street 1017, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 308 (year 2006), Average Future Daily Traffic: 548 (year 2026), Design Load: HS 25 or greater, Features Intersected: LONG BRANCH, Facility Carried by Structure: KEETON HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, 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: 7.0m (23.0ft), 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: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 88C00063N, Location: .02 MI S JCT US 460 (Lat: 37.917778, Lng: -83.260278), Route carried "on" structure: City street 1017, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 308 (year 2006), Average Future Daily Traffic: 548 (year 2026), Design Load: HS 25 or greater, Features Intersected: LONG BRANCH, Facility Carried by Structure: KEETON HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, 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: 7.0m (23.0ft), 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: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88C00065N, Location: .2 MI E JCT KY 191 (Lat: 37.854722, Lng: -83.247778), Route carried "on" structure: County highway 1172, Year Built: 1994, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2012), Average Future Daily Traffic: 26 (year 2032), Features Intersected: CANEY CREEK, Facility Carried by Structure: WELLS STATION BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 8.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 88C00065N, Location: .2 MI E JCT KY 191 (Lat: 37.854722, Lng: -83.247778), Route carried "on" structure: County highway 1172, Year Built: 1994, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2012), Average Future Daily Traffic: 26 (year 2032), Features Intersected: CANEY CREEK, Facility Carried by Structure: WELLS STATION BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 8.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 88C00066N, Location: .1 MI N JCT US 460 (Lat: 37.875833, Lng: -83.199444), Route carried "on" structure: County highway 1144, Year Built: 1994, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 59 (year 2012), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 25 or greater, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: OLD ELAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.105, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), 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: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 88C00066N, Location: .1 MI N JCT US 460 (Lat: 37.875833, Lng: -83.199444), Route carried "on" structure: County highway 1144, Year Built: 1994, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 59 (year 2012), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 25 or greater, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: OLD ELAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.105, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), 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: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88C00071N, Location: .10 MI- JCT KY 172 (Lat: 37.954167, Lng: -83.203611), Route carried "on" structure: County highway 1014, Year Built: 1996, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 243 (year 2012), Average Future Daily Traffic: 211 (year 2032), Design Load: HS 25 or greater, Features Intersected: ELK FORK, Facility Carried by Structure: COW BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), 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: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88C00071N, Location: .10 MI- JCT KY 172 (Lat: 37.954167, Lng: -83.203611), Route carried "on" structure: County highway 1014, Year Built: 1996, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 243 (year 2012), Average Future Daily Traffic: 211 (year 2032), Design Load: HS 25 or greater, Features Intersected: ELK FORK, Facility Carried by Structure: COW BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), 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: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 88C00074N, Location: 1.3 MI S. JCT US 460 (Lat: 37.886111, Lng: -83.234167), Route carried "on" structure: County highway 1117, Year Built: 1997, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 136 (year 2012), Average Future Daily Traffic: 118 (year 2032), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER, Facility Carried by Structure: GORDON FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 88C00074N, Location: 1.3 MI S. JCT US 460 (Lat: 37.886111, Lng: -83.234167), Route carried "on" structure: County highway 1117, Year Built: 1997, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 136 (year 2012), Average Future Daily Traffic: 118 (year 2032), Design Load: HS 25 or greater, Features Intersected: LICKING RIVER, Facility Carried by Structure: GORDON FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 88C00075N, Location: .15 MI S JCT KY 191 (Lat: 37.865278, Lng: -83.254444), Route carried "on" structure: County highway 1175, Year Built: 1999, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2012), Average Future Daily Traffic: 108 (year 2032), Features Intersected: BIG CANEY CREEK, Facility Carried by Structure: MALONE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 88C00075N, Location: .15 MI S JCT KY 191 (Lat: 37.865278, Lng: -83.254444), Route carried "on" structure: County highway 1175, Year Built: 1999, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 125 (year 2012), Average Future Daily Traffic: 108 (year 2032), Features Intersected: BIG CANEY CREEK, Facility Carried by Structure: MALONE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88C00079N, Location: 0.014 mile south ky 460 (Lat: 37.880556, Lng: -83.295556), Route carried "on" structure: Other road 1000, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,983 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 10,404 (year 2032), Features Intersected: Little Caney Creek, Facility Carried by Structure: Morgan Cent. Elem.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.034, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 88C00079N, Location: 0.014 mile south ky 460 (Lat: 37.880556, Lng: -83.295556), Route carried "on" structure: Other road 1000, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,983 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 10,404 (year 2032), Features Intersected: Little Caney Creek, Facility Carried by Structure: Morgan Cent. Elem.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.034, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 88C00085N, Location: 0.2 M W of KY 2498 (Lat: 37.931111, Lng: -83.310556), Route carried "on" structure: County highway 1304, Year Built: 2014, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 279 (year 2015), Average Future Daily Traffic: 496 (year 2035), Design Load: Greater than HL93, Features Intersected: Caney Creek, Facility Carried by Structure: Buck Evans Br. Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88C00085N, Location: 0.2 M W of KY 2498 (Lat: 37.931111, Lng: -83.310556), Route carried "on" structure: County highway 1304, Year Built: 2014, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 279 (year 2015), Average Future Daily Traffic: 496 (year 2035), Design Load: Greater than HL93, Features Intersected: Caney Creek, Facility Carried by Structure: Buck Evans Br. Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing