Bridge Statistics for Huntington, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 118Number of bridges
- 2,674ft / 815mTotal length
- $59,595,000Total costs
- 1,120,132Total average daily traffic
- 208,777Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntington
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 21910-1919
- 71920-1929
- 11930-1939
- 41940-1949
- 271960-1969
- 71970-1979
- 121980-1989
- 171990-1999
- 182000-2009
- 182010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 21970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 13.4%Good
- 41.8%Satisfactory
- 29.9%Fair
- 14.9%Poor
- Bridge Condition - Superstructure
- 25.0%Good
- 25.0%Satisfactory
- 33.8%Fair
- 16.2%Poor
- Bridge Condition - Substructure
- 17.9%Good
- 41.8%Satisfactory
- 19.4%Fair
- 20.9%Poor
- Bridge Condition - Channel
- 8.7%Very good
- 56.5%Good
- 28.3%Satisfactory
- 4.3%Fair
- 2.2%Poor
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Structure Number: 6A012, Location: 0.10 MI WEST OF US 60 (Lat: 38.430269, Lng: -82.391689), Route carried "on" structure: State highway 200, Year Built: 1976, Status: Open, Structure Length: 17.84m (58.53ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,125 (year 2038), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: WV 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 53.0m (173.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.83m (58.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: September 2017, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $10,000, Total Project Cost: $825,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A012, Location: 0.10 MI WEST OF US 60 (Lat: 38.430269, Lng: -82.391689), Route carried "on" structure: State highway 200, Year Built: 1976, Status: Open, Structure Length: 17.84m (58.53ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,125 (year 2038), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: WV 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 53.0m (173.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.83m (58.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: September 2017, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $10,000, Total Project Cost: $825,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A065, Location: 0.02 MI NORTH OF US 60 (Lat: 38.412981, Lng: -82.361031), Route carried "on" structure: County highway 2600, Year Built: 1971, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,381 (year 2040), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A065, Location: 0.02 MI NORTH OF US 60 (Lat: 38.412981, Lng: -82.361031), Route carried "on" structure: County highway 2600, Year Built: 1971, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,381 (year 2040), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A085, Location: 0.20 MI. N. OF CR.41 (Lat: 38.361950, Lng: -82.372461), Route carried "on" structure: County highway 3500, Year Built: 1940, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,651 (year 2039), Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.858, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $40,000, Total Project Cost: $300,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A085, Location: 0.20 MI. N. OF CR.41 (Lat: 38.361950, Lng: -82.372461), Route carried "on" structure: County highway 3500, Year Built: 1940, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,651 (year 2039), Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.858, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $40,000, Total Project Cost: $300,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A086, Location: 0.12 MI. S. OF CR.48 (Lat: 38.364569, Lng: -82.373969), Route carried "on" structure: County highway 3500, Year Built: 1979, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,524 (year 2038), Design Load: HS 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.164, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $109,000, Total Project Cost: $243,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A086, Location: 0.12 MI. S. OF CR.48 (Lat: 38.364569, Lng: -82.373969), Route carried "on" structure: County highway 3500, Year Built: 1979, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,524 (year 2038), Design Load: HS 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.164, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $109,000, Total Project Cost: $243,000 ( Estimate for 2016), 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: 6A087, Location: 0.04 MI SOUTH OF CR 35/1 (Lat: 38.373811, Lng: -82.370419), Route carried "on" structure: County highway 3500, Year Built: 1983, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,445 (year 2038), Design Load: HS 20, Features Intersected: GRAPEVINE BRANCH, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: State 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: 6.6m (21.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $125,000 ( Estimate for 2016), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A087, Location: 0.04 MI SOUTH OF CR 35/1 (Lat: 38.373811, Lng: -82.370419), Route carried "on" structure: County highway 3500, Year Built: 1983, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,445 (year 2038), Design Load: HS 20, Features Intersected: GRAPEVINE BRANCH, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: State 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: 6.6m (21.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $125,000 ( Estimate for 2016), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A088, Location: 0.08 MI SOUTH OF CR 60/1 (Lat: 38.411950, Lng: -82.362061), Route carried "on" structure: County highway 3500, Year Built: 1989, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 3,100 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,937 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $20,000, Total Project Cost: $300,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A088, Location: 0.08 MI SOUTH OF CR 60/1 (Lat: 38.411950, Lng: -82.362061), Route carried "on" structure: County highway 3500, Year Built: 1989, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 3,100 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,937 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK, Facility Carried by Structure: CR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $20,000, Total Project Cost: $300,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A09, Location: 0.27 MI SOUTH OF CR 52/1 (Lat: 38.391289, Lng: -82.428589), Route carried "on" structure: County highway 3700, Year Built: 1963, Status: Open, Structure Length: 12.82m (42.06ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 813 (year 2038), Design Load: HS 20, Features Intersected: I 64, Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 49.8m (163.4ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A09, Location: 0.27 MI SOUTH OF CR 52/1 (Lat: 38.391289, Lng: -82.428589), Route carried "on" structure: County highway 3700, Year Built: 1963, Status: Open, Structure Length: 12.82m (42.06ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 813 (year 2038), Design Load: HS 20, Features Intersected: I 64, Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 49.8m (163.4ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A091, Location: 0.02 MI WEST OF CR 48 (Lat: 38.378169, Lng: -82.400500), Route carried "on" structure: County highway 3900, Year Built: 1986, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,397 (year 2037), Design Load: HS 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A091, Location: 0.02 MI WEST OF CR 48 (Lat: 38.378169, Lng: -82.400500), Route carried "on" structure: County highway 3900, Year Built: 1986, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,397 (year 2037), Design Load: HS 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 6A098, Location: 0.74 MI WEST OF US 52 (Lat: 38.406269, Lng: -82.500500), Route carried "on" structure: US 6000, Year Built: 1949, Status: Open, Structure Length: 19.05m (62.50ft), Average Daily Traffic: 11,790 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 16,860 (year 2039), Design Load: H 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.90m (45.60ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,200,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A098, Location: 0.74 MI WEST OF US 52 (Lat: 38.406269, Lng: -82.500500), Route carried "on" structure: US 6000, Year Built: 1949, Status: Open, Structure Length: 19.05m (62.50ft), Average Daily Traffic: 11,790 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 16,860 (year 2039), Design Load: H 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.90m (45.60ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,200,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A108, Location: 0.05 MILE WEST OF WV 10 (Lat: 38.389969, Lng: -82.398950), Route carried "on" structure: County highway 4600, Year Built: 1991, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 950 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,180 (year 2038), Design Load: HS 25 or greater, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A108, Location: 0.05 MILE WEST OF WV 10 (Lat: 38.389969, Lng: -82.398950), Route carried "on" structure: County highway 4600, Year Built: 1991, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 950 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,180 (year 2038), Design Load: HS 25 or greater, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A109, Location: 0.01 MI WEST OF CR 48 (Lat: 38.362661, Lng: -82.393669), Route carried "on" structure: County highway 4801, Year Built: 1990, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 64 (year 2039), Design Load: HS 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 48/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A109, Location: 0.01 MI WEST OF CR 48 (Lat: 38.362661, Lng: -82.393669), Route carried "on" structure: County highway 4801, Year Built: 1990, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 64 (year 2039), Design Load: HS 20, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 48/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A114, Location: 0.54 MI SOUTH OF CR 101/1 (Lat: 38.406181, Lng: -82.447189), Route carried "on" structure: State highway 52700, Year Built: 1921, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,954 (year 2040), Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: WV 527
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $125,000, Total Project Cost: $521,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A114, Location: 0.54 MI SOUTH OF CR 101/1 (Lat: 38.406181, Lng: -82.447189), Route carried "on" structure: State highway 52700, Year Built: 1921, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,954 (year 2040), Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: WV 527
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $125,000, Total Project Cost: $521,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A116, Location: 0.67 MI EAST OF CR 60/3 (Lat: 38.403731, Lng: -82.481089), Route carried "on" structure: County highway 6070, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,953 (year 2038), Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 60/70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 6A116, Location: 0.67 MI EAST OF CR 60/3 (Lat: 38.403731, Lng: -82.481089), Route carried "on" structure: County highway 6070, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,953 (year 2038), Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 60/70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 6A131, Location: 0.47 MI WEST OF US 52 (Lat: 38.400089, Lng: -82.487700), Route carried "on" structure: Interstate 6400, Year Built: 1964, Year Reconstructed: 1973, Status: Open, Structure Length: 27.60m (90.55ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,945 (year 2039), Design Load: HS 20+Mod, Features Intersected: west, east & cookschool, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6A131, Location: 0.47 MI WEST OF US 52 (Lat: 38.400089, Lng: -82.487700), Route carried "on" structure: Interstate 6400, Year Built: 1964, Year Reconstructed: 1973, Status: Open, Structure Length: 27.60m (90.55ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,945 (year 2039), Design Load: HS 20+Mod, Features Intersected: west, east & cookschool, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6A134, Location: 0.72 MI EAST OF US 52 (Lat: 38.397119, Lng: -82.468119), Route carried "on" structure: Interstate 6400, Year Built: 1993, Status: Open, Structure Length: 22.06m (72.38ft), Average Daily Traffic: 18,700 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 26,741 (year 2040), Design Load: HS 25 or greater, Features Intersected: CR 52/8 AND MEDLEY FORK, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.555, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A134, Location: 0.72 MI EAST OF US 52 (Lat: 38.397119, Lng: -82.468119), Route carried "on" structure: Interstate 6400, Year Built: 1993, Status: Open, Structure Length: 22.06m (72.38ft), Average Daily Traffic: 18,700 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 26,741 (year 2040), Design Load: HS 25 or greater, Features Intersected: CR 52/8 AND MEDLEY FORK, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.555, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A135, Location: 0.30 MI WEST OF CR 37 (Lat: 38.388419, Lng: -82.435519), Route carried "on" structure: Interstate 6400, Year Built: 1963, Year Reconstructed: 1978, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 18,810 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 26,898 (year 2039), Design Load: HS 20+Mod, Features Intersected: County Route 52/6, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.838, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.99m (26.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $250,000, Total Project Cost: $3,250,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6A135, Location: 0.30 MI WEST OF CR 37 (Lat: 38.388419, Lng: -82.435519), Route carried "on" structure: Interstate 6400, Year Built: 1963, Year Reconstructed: 1978, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 18,810 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 26,898 (year 2039), Design Load: HS 20+Mod, Features Intersected: County Route 52/6, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.838, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.99m (26.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $250,000, Total Project Cost: $3,250,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6A163, Location: 0.29 MI. N. OF I-64 (Lat: 38.403969, Lng: -82.480689), Route carried "on" structure: US 5200, Year Built: 1964, Status: Open, Structure Length: 12.51m (41.04ft), Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2039), Design Load: HS 20, Features Intersected: FOUR POLE CK,CSX,CITY ST, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $1,107,000, Roadway Improvement Cost: $20,000, Total Project Cost: $1,502,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A163, Location: 0.29 MI. N. OF I-64 (Lat: 38.403969, Lng: -82.480689), Route carried "on" structure: US 5200, Year Built: 1964, Status: Open, Structure Length: 12.51m (41.04ft), Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,800 (year 2039), Design Load: HS 20, Features Intersected: FOUR POLE CK,CSX,CITY ST, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $1,107,000, Roadway Improvement Cost: $20,000, Total Project Cost: $1,502,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A164, Location: 0.57 MI. N. OF I-64 (Lat: 38.408269, Lng: -82.482531), Route carried "on" structure: US 5200, Year Built: 1966, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20,800 (year 2038), Design Load: HS 20, Features Intersected: MADISON AVE., Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $25,000, Total Project Cost: $377,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6A164, Location: 0.57 MI. N. OF I-64 (Lat: 38.408269, Lng: -82.482531), Route carried "on" structure: US 5200, Year Built: 1966, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20,800 (year 2038), Design Load: HS 20, Features Intersected: MADISON AVE., Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $25,000, Total Project Cost: $377,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6A165, Location: 0.70 MI. N. OF I-64 (Lat: 38.409269, Lng: -82.482950), Route carried "on" structure: US 5200, Year Built: 1968, Status: Open, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 17,056 (year 2039), Design Load: HS 20, Features Intersected: JEFFERSON AVENUE, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 0.966, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.02m (42.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $25,000, Total Project Cost: $1,377,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6A165, Location: 0.70 MI. N. OF I-64 (Lat: 38.409269, Lng: -82.482950), Route carried "on" structure: US 5200, Year Built: 1968, Status: Open, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 17,056 (year 2039), Design Load: HS 20, Features Intersected: JEFFERSON AVENUE, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 0.966, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.02m (42.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $25,000, Total Project Cost: $1,377,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6A166, Location: 0.78 MI NORTH OF I-64 (Lat: 38.410861, Lng: -82.483650), Route carried "on" structure: US 5200, Year Built: 1976, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 17,117 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 18,247 (year 2039), Design Load: HS 20, Features Intersected: US 60, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A166, Location: 0.78 MI NORTH OF I-64 (Lat: 38.410861, Lng: -82.483650), Route carried "on" structure: US 5200, Year Built: 1976, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 17,117 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 18,247 (year 2039), Design Load: HS 20, Features Intersected: US 60, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A167, Location: 0.85 MI NORTH OF I-64 (Lat: 38.411911, Lng: -82.484089), Route carried "on" structure: US 5200, Year Built: 1966, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 16,800 (year 2039), Design Load: HS 20, Features Intersected: US 60, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $10,000, Total Project Cost: $158,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A167, Location: 0.85 MI NORTH OF I-64 (Lat: 38.411911, Lng: -82.484089), Route carried "on" structure: US 5200, Year Built: 1966, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 16,800 (year 2039), Design Load: HS 20, Features Intersected: US 60, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $10,000, Total Project Cost: $158,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A168, Location: 1.29 MI NORTH OF I-64 (Lat: 38.416669, Lng: -82.486481), Route carried "on" structure: US 5200, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 68.63m (225.16ft), Average Daily Traffic: 15,926 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 26,105 (year 2037), Design Load: HS 20, Features Intersected: OHIO RIVER, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 23.8m (78.1ft), Horizontal Clearance: 164.6m (540.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 171.5m (562.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Total Project Cost: $112,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A168, Location: 1.29 MI NORTH OF I-64 (Lat: 38.416669, Lng: -82.486481), Route carried "on" structure: US 5200, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 68.63m (225.16ft), Average Daily Traffic: 15,926 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 26,105 (year 2037), Design Load: HS 20, Features Intersected: OHIO RIVER, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 23.8m (78.1ft), Horizontal Clearance: 164.6m (540.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 171.5m (562.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $2,000, Total Project Cost: $112,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A178, Location: 0.47 MI WEST OF US 52 (Lat: 38.400269, Lng: -82.487750), Route carried "on" structure: Interstate 6400, Year Built: 1964, Year Reconstructed: 1973, Status: Open, Structure Length: 27.60m (90.55ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 21,945 (year 2039), Design Load: HS 20+Mod, Features Intersected: West, East, and Cook Rds, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.74m (91.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $25,000,000, Roadway Improvement Cost: $5,000,000, Total Project Cost: $30,000,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6A178, Location: 0.47 MI WEST OF US 52 (Lat: 38.400269, Lng: -82.487750), Route carried "on" structure: Interstate 6400, Year Built: 1964, Year Reconstructed: 1973, Status: Open, Structure Length: 27.60m (90.55ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 21,945 (year 2039), Design Load: HS 20+Mod, Features Intersected: West, East, and Cook Rds, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.74m (91.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $25,000,000, Roadway Improvement Cost: $5,000,000, Total Project Cost: $30,000,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6A181, Location: 0.72 MI.EAST OF U. S. 52 (Lat: 38.397289, Lng: -82.468181), Route carried "on" structure: Interstate 6400, Year Built: 1993, Status: Open, Structure Length: 22.06m (72.38ft), Average Daily Traffic: 18,700 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 26,741 (year 2040), Design Load: HS 25 or greater, Features Intersected: CR 52/8 AND MEDLEY FORK, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.555, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A181, Location: 0.72 MI.EAST OF U. S. 52 (Lat: 38.397289, Lng: -82.468181), Route carried "on" structure: Interstate 6400, Year Built: 1993, Status: Open, Structure Length: 22.06m (72.38ft), Average Daily Traffic: 18,700 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 26,741 (year 2040), Design Load: HS 25 or greater, Features Intersected: CR 52/8 AND MEDLEY FORK, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.555, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A182, Location: 0.30 MI WEST OF CR 37 (Lat: 38.388600, Lng: -82.435569), Route carried "on" structure: Interstate 6400, Year Built: 1963, Year Reconstructed: 1978, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 18,810 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 26,898 (year 2039), Design Load: HS 20, Features Intersected: County Route 52/6, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.838, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $341,000, Total Project Cost: $706,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6A182, Location: 0.30 MI WEST OF CR 37 (Lat: 38.388600, Lng: -82.435569), Route carried "on" structure: Interstate 6400, Year Built: 1963, Year Reconstructed: 1978, Status: Open, Structure Length: 7.97m (26.15ft), Average Daily Traffic: 18,810 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 26,898 (year 2039), Design Load: HS 20, Features Intersected: County Route 52/6, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.838, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.96m (26.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $341,000, Total Project Cost: $706,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6A21, Location: 0.90 MI NORTH OF I-64 (Lat: 38.412911, Lng: -82.484569), Route carried "on" structure: US 5200, Year Built: 1968, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20,800 (year 2038), Design Load: HS 20+Mod, Features Intersected: VIRGINIA AVENUE, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A21, Location: 0.90 MI NORTH OF I-64 (Lat: 38.412911, Lng: -82.484569), Route carried "on" structure: US 5200, Year Built: 1968, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20,800 (year 2038), Design Load: HS 20+Mod, Features Intersected: VIRGINIA AVENUE, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A213, Location: 0.35 MI SOUTH OF US 60 (Lat: 38.427331, Lng: -82.391350), Route carried "on" structure: Ramp State highway 10600, Year Built: 1985, Status: Open, Structure Length: 38.65m (126.80ft), Average Daily Traffic: 8,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,406 (year 2040), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, WV 2T, Facility Carried by Structure: WV 106 (ON RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 12, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A213, Location: 0.35 MI SOUTH OF US 60 (Lat: 38.427331, Lng: -82.391350), Route carried "on" structure: Ramp State highway 10600, Year Built: 1985, Status: Open, Structure Length: 38.65m (126.80ft), Average Daily Traffic: 8,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,406 (year 2040), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, WV 2T, Facility Carried by Structure: WV 106 (ON RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 12, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A214, Location: 0.40 MI NORTH OF US 60 (Lat: 38.428650, Lng: -82.391589), Route carried "on" structure: Ramp State highway 106, Year Built: 1985, Status: Open, Structure Length: 27.45m (90.06ft), Average Daily Traffic: 8,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,406 (year 2040), Design Load: HS 20, Features Intersected: 3200 Block, Guyandotte R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: August 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A214, Location: 0.40 MI NORTH OF US 60 (Lat: 38.428650, Lng: -82.391589), Route carried "on" structure: Ramp State highway 106, Year Built: 1985, Status: Open, Structure Length: 27.45m (90.06ft), Average Daily Traffic: 8,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,406 (year 2040), Design Load: HS 20, Features Intersected: 3200 Block, Guyandotte R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: August 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: November 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: 6A215, Location: 0.67 MI NORTH OF US 60 (Lat: 38.434161, Lng: -82.389631), Route carried "on" structure: State highway 10600, Year Built: 1985, Status: Posted for load, Structure Length: 115.43m (378.71ft), Average Daily Traffic: 16,387 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 16,945 (year 2039), Design Load: HS 20, Features Intersected: OH 7(gov), WV 2, OH Rivr, Facility Carried by Structure: WV 106
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 271.3m (890.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 16, Length of Maximum Span: 274.3m (899.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A215, Location: 0.67 MI NORTH OF US 60 (Lat: 38.434161, Lng: -82.389631), Route carried "on" structure: State highway 10600, Year Built: 1985, Status: Posted for load, Structure Length: 115.43m (378.71ft), Average Daily Traffic: 16,387 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 16,945 (year 2039), Design Load: HS 20, Features Intersected: OH 7(gov), WV 2, OH Rivr, Facility Carried by Structure: WV 106
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 271.3m (890.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 16, Length of Maximum Span: 274.3m (899.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A222, Location: 0.19 MILE NORTH US 60 EB (Lat: 38.424581, Lng: -82.451389), Route carried "on" structure: State highway 52700, Year Built: 1994, Status: Open, Structure Length: 64.16m (210.50ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,182 (year 2040), Design Load: HS 25 or greater, Features Intersected: OHIO RIVER;CSX;US 60 WB, Facility Carried by Structure: WV 527
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 31 degrees, Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 213.4m (700.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 219.5m (720.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2018, Other Special 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: 6A222, Location: 0.19 MILE NORTH US 60 EB (Lat: 38.424581, Lng: -82.451389), Route carried "on" structure: State highway 52700, Year Built: 1994, Status: Open, Structure Length: 64.16m (210.50ft), Average Daily Traffic: 14,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,182 (year 2040), Design Load: HS 25 or greater, Features Intersected: OHIO RIVER;CSX;US 60 WB, Facility Carried by Structure: WV 527
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 31 degrees, Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 213.4m (700.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 219.5m (720.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2018, Other Special 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: 6A224, Location: 0.10 MILE SOUTH OF US 60E (Lat: 38.423581, Lng: -82.397589), Route carried "on" structure: State highway 10100, Year Built: 1997, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,553 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,619 (year 2039), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: WV 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A224, Location: 0.10 MILE SOUTH OF US 60E (Lat: 38.423581, Lng: -82.397589), Route carried "on" structure: State highway 10100, Year Built: 1997, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,553 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,619 (year 2039), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: WV 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A228, Location: 0.91 MILE SOUTH OF 52/3 (Lat: 38.398631, Lng: -82.468500), Route carried "on" structure: County highway 5208, Year Built: 1997, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 242 (year 2039), Design Load: HS 25 or greater, Features Intersected: HISEY FORK, Facility Carried by Structure: CR 52/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A228, Location: 0.91 MILE SOUTH OF 52/3 (Lat: 38.398631, Lng: -82.468500), Route carried "on" structure: County highway 5208, Year Built: 1997, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 242 (year 2039), Design Load: HS 25 or greater, Features Intersected: HISEY FORK, Facility Carried by Structure: CR 52/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A23, Location: 0.01 MI WEST OF CR 101/1 (Lat: 38.422450, Lng: -82.392181), Route carried "on" structure: US 6000, Year Built: 1992, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A23, Location: 0.01 MI WEST OF CR 101/1 (Lat: 38.422450, Lng: -82.392181), Route carried "on" structure: US 6000, Year Built: 1992, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A262, Location: 0.01 MILE NORTH OF US 60 (Lat: 38.412519, Lng: -82.386550), Route carried "on" structure: County highway 16410, Year Built: 2000, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,540 (year 2037), Design Load: HS 25 or greater, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 164/10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 32.0m (105.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A262, Location: 0.01 MILE NORTH OF US 60 (Lat: 38.412519, Lng: -82.386550), Route carried "on" structure: County highway 16410, Year Built: 2000, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,540 (year 2037), Design Load: HS 25 or greater, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 164/10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 32.0m (105.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A263, Location: 0.01 MILE WEST OF WV 10 (Lat: 38.394961, Lng: -82.413239), Route carried "on" structure: County highway 1020, Year Built: 2002, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,302 (year 2040), Design Load: HL 93, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 10/20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A263, Location: 0.01 MILE WEST OF WV 10 (Lat: 38.394961, Lng: -82.413239), Route carried "on" structure: County highway 1020, Year Built: 2002, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,302 (year 2040), Design Load: HL 93, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: CR 10/20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 6A266, Location: 0.01 MILES S OF CR 160/29 (Lat: 38.404839, Lng: -82.492939), Route carried "on" structure: County highway 5209, Year Built: 2003, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12 (year 2040), Design Load: HL 93, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: COUNTY ROUTE 52/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A266, Location: 0.01 MILES S OF CR 160/29 (Lat: 38.404839, Lng: -82.492939), Route carried "on" structure: County highway 5209, Year Built: 2003, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12 (year 2040), Design Load: HL 93, Features Intersected: FOURPOLE CREEK, Facility Carried by Structure: COUNTY ROUTE 52/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A277, Location: 0.38 MILE WEST OF US 60 (Lat: 38.409331, Lng: -82.353061), Route carried "on" structure: Interstate 6400, Year Built: 2006, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 32,340 (year 2038), Design Load: HL 93, Features Intersected: County Route 60/2, Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.724, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A277, Location: 0.38 MILE WEST OF US 60 (Lat: 38.409331, Lng: -82.353061), Route carried "on" structure: Interstate 6400, Year Built: 2006, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 32,340 (year 2038), Design Load: HL 93, Features Intersected: County Route 60/2, Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.724, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing