Bridge Statistics for Salt Lick, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 213ft / 65.2mTotal length
- $1,480,000Total costs
- 68,862Total average daily traffic
- 16,874Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Salt Lick
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 61960-1969
- 21970-1979
- 21990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 38.5%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 38.5%Good
- 30.8%Satisfactory
- 23.1%Poor
- Bridge Condition - Substructure
- 23.1%Very good
- 30.8%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 18.2%Excellent
- 18.2%Good
- 63.6%Satisfactory
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Structure Number: 6B00011N, Location: 1.1 MI W OF W-JCT KY 211 (Lat: 38.136667, Lng: -83.643611), Route carried "on" structure: US 60, Year Built: 1931, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,692 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,368 (year 2040), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $126,000, Total Project Cost: $126,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6B00011N, Location: 1.1 MI W OF W-JCT KY 211 (Lat: 38.136667, Lng: -83.643611), Route carried "on" structure: US 60, Year Built: 1931, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,692 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,368 (year 2040), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $126,000, Total Project Cost: $126,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6B00012N, Location: .1 MI W OF W-JCT KY 211 (Lat: 38.128056, Lng: -83.630000), Route carried "on" structure: US 60, Year Built: 1931, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,692 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,368 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $392,000, Total Project Cost: $392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6B00012N, Location: .1 MI W OF W-JCT KY 211 (Lat: 38.128056, Lng: -83.630000), Route carried "on" structure: US 60, Year Built: 1931, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,692 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,368 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $392,000, Total Project Cost: $392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6B00013N, Location: .05 MI E OF W-JCT KY 211 (Lat: 38.127222, Lng: -83.626389), Route carried "on" structure: US 60, Year Built: 1931, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 3,103 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,730 (year 2039), Design Load: HS 20, Features Intersected: CROOKED RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $392,000, Total Project Cost: $392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6B00013N, Location: .05 MI E OF W-JCT KY 211 (Lat: 38.127222, Lng: -83.626389), Route carried "on" structure: US 60, Year Built: 1931, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 3,103 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,730 (year 2039), Design Load: HS 20, Features Intersected: CROOKED RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $392,000, Total Project Cost: $392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6B00042N, Location: 1.8 MI N OF W-JCT US 60 (Lat: 38.155833, Lng: -83.625833), Route carried "on" structure: State highway 211, Year Built: 1967, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 705 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 620 (year 2038), Design Load: H 20, Features Intersected: I64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.560, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6B00042N, Location: 1.8 MI N OF W-JCT US 60 (Lat: 38.155833, Lng: -83.625833), Route carried "on" structure: State highway 211, Year Built: 1967, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 705 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 620 (year 2038), Design Load: H 20, Features Intersected: I64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.560, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6B00056L, Location: WBL ON ROWAN - BATH CL (Lat: 38.155833, Lng: -83.618611), Route carried "on" structure: Interstate 64, Year Built: 1967, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 8,816 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 10,755 (year 2040), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6B00056L, Location: WBL ON ROWAN - BATH CL (Lat: 38.155833, Lng: -83.618611), Route carried "on" structure: Interstate 64, Year Built: 1967, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 8,816 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 10,755 (year 2040), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6B00056R, Location: EBL ON ROWAN - BATH CL (Lat: 38.155556, Lng: -83.618611), Route carried "on" structure: Interstate 64, Year Built: 1967, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 8,816 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 10,755 (year 2040), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6B00056R, Location: EBL ON ROWAN - BATH CL (Lat: 38.155556, Lng: -83.618611), Route carried "on" structure: Interstate 64, Year Built: 1967, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 8,816 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 10,755 (year 2040), Design Load: HS 20, Features Intersected: LICKING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6B00061N, Location: .1 MI W OF E-JCT KY 211 (Lat: 38.121389, Lng: -83.616111), Route carried "on" structure: US 60, Year Built: 1931, Year Reconstructed: 1992, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 3,103 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,730 (year 2039), Design Load: H 15, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.219, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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 minimum criteria, Length Of Structure Improvement: 0.42m (1.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $571,000, Total Project Cost: $570,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6B00061N, Location: .1 MI W OF E-JCT KY 211 (Lat: 38.121389, Lng: -83.616111), Route carried "on" structure: US 60, Year Built: 1931, Year Reconstructed: 1992, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 3,103 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,730 (year 2039), Design Load: H 15, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.219, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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 minimum criteria, Length Of Structure Improvement: 0.42m (1.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $571,000, Total Project Cost: $570,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6B00062N, Location: .80 MI SOU. OF JCT US 60 (Lat: 38.112778, Lng: -83.620833), Route carried "on" structure: State highway 211, Year Built: 1975, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 1,732 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,524 (year 2040), Design Load: HS 20, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6B00062N, Location: .80 MI SOU. OF JCT US 60 (Lat: 38.112778, Lng: -83.620833), Route carried "on" structure: State highway 211, Year Built: 1975, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 1,732 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,524 (year 2040), Design Load: HS 20, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6B00089N, Location: 5 MI. E. of jct. US-60 (Lat: 38.159722, Lng: -83.645278), Route carried "on" structure: State highway 1269, Year Built: 1999, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 406 (year 2018), Average Future Daily Traffic: 357 (year 2038), Design Load: HS 25 or greater, Features Intersected: Br. of Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 6B00089N, Location: 5 MI. E. of jct. US-60 (Lat: 38.159722, Lng: -83.645278), Route carried "on" structure: State highway 1269, Year Built: 1999, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 406 (year 2018), Average Future Daily Traffic: 357 (year 2038), Design Load: HS 25 or greater, Features Intersected: Br. of Licking River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 6B00091N, Location: 1 MI N OF W-JCT US 60 (Lat: 38.144722, Lng: -83.631111), Route carried "on" structure: State highway 211, Year Built: 2020, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 705 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 620 (year 2038), Design Load: Greater than HL93, Features Intersected: Cow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.152, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.1 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: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6B00091N, Location: 1 MI N OF W-JCT US 60 (Lat: 38.144722, Lng: -83.631111), Route carried "on" structure: State highway 211, Year Built: 2020, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 705 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 620 (year 2038), Design Load: Greater than HL93, Features Intersected: Cow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.152, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.1 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: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: May 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: 6C00002N, Location: .2 MI E OF JCT KY 211 (Lat: 38.073611, Lng: -83.610278), Route carried "on" structure: County highway 1117, Year Built: 1977, Status: Posted for load, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 426 (year 2009), Average Future Daily Traffic: 370 (year 2029), Design Load: HS 20, Features Intersected: SALT LICK CREEK, Facility Carried by Structure: CLEAR CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6C00002N, Location: .2 MI E OF JCT KY 211 (Lat: 38.073611, Lng: -83.610278), Route carried "on" structure: County highway 1117, Year Built: 1977, Status: Posted for load, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 426 (year 2009), Average Future Daily Traffic: 370 (year 2029), Design Load: HS 20, Features Intersected: SALT LICK CREEK, Facility Carried by Structure: CLEAR CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6C00028N, Location: .2 MI-SW JCT CR 5117 (Lat: 38.064167, Lng: -83.603611), Route carried "on" structure: County highway 1119, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 92 (year 2009), Average Future Daily Traffic: 80 (year 2029), Design Load: HS 25 or greater, Features Intersected: CLEAR CREEK, Facility Carried by Structure: BLACK SULFUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.226, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6C00028N, Location: .2 MI-SW JCT CR 5117 (Lat: 38.064167, Lng: -83.603611), Route carried "on" structure: County highway 1119, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 92 (year 2009), Average Future Daily Traffic: 80 (year 2029), Design Load: HS 25 or greater, Features Intersected: CLEAR CREEK, Facility Carried by Structure: BLACK SULFUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.226, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103B00029N, Location: 3 MI NW OF JCT KY 801 (Lat: 38.163333, Lng: -83.597222), Route carried "on" structure: State highway 1722, Year Built: 1968, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 312 (year 2019), Average Future Daily Traffic: 274 (year 2039), Design Load: H 20, Features Intersected: I-64 @ 130.306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.915, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 103B00029N, Location: 3 MI NW OF JCT KY 801 (Lat: 38.163333, Lng: -83.597222), Route carried "on" structure: State highway 1722, Year Built: 1968, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 312 (year 2019), Average Future Daily Traffic: 274 (year 2039), Design Load: H 20, Features Intersected: I-64 @ 130.306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.915, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6B00042N, Location: 1.8 MI N OF W-JCT US 60 (Lat: 38.155833, Lng: -83.625833), Route carried "under" structure: Interstate 64, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 17,631 (year 2020), Truck Traffic: 30%, Features Intersected: I64, Facility Carried by Structure: KY-211
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 206.896, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 6B00042N, Location: 1.8 MI N OF W-JCT US 60 (Lat: 38.155833, Lng: -83.625833), Route carried "under" structure: Interstate 64, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 17,631 (year 2020), Truck Traffic: 30%, Features Intersected: I64, Facility Carried by Structure: KY-211
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 206.896, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 103B00029N, Location: 3 MI NW OF JCT KY 801 (Lat: 38.163333, Lng: -83.597222), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,631 (year 2020), Truck Traffic: 30%, Features Intersected: I-64 @ 130.306, Facility Carried by Structure: KY-1722
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 209.688, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 28.5m (93.5ft)
Structure Number: 103B00029N, Location: 3 MI NW OF JCT KY 801 (Lat: 38.163333, Lng: -83.597222), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,631 (year 2020), Truck Traffic: 30%, Features Intersected: I-64 @ 130.306, Facility Carried by Structure: KY-1722
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 209.688, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 28.5m (93.5ft)