Bridge Statistics for Culloden, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 121ft / 37.2mTotal length
- $4,138,000Total costs
- 90,502Total average daily traffic
- 11,763Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Culloden
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 81950-1959
- 31980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 30.8%Good
- 23.1%Satisfactory
- 46.2%Fair
- Bridge Condition - Superstructure
- 42.9%Good
- 35.7%Satisfactory
- 21.4%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 8.3%Very good
- 58.3%Good
- 25.0%Satisfactory
- 8.3%Fair
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Structure Number: 6A057, Location: 0.01 MI SOUTH OF CR 25/4 (Lat: 38.388211, Lng: -82.113031), Route carried "on" structure: County highway 2500, Year Built: 1990, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,778 (year 2037), Design Load: HS 20, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A057, Location: 0.01 MI SOUTH OF CR 25/4 (Lat: 38.388211, Lng: -82.113031), Route carried "on" structure: County highway 2500, Year Built: 1990, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,778 (year 2037), Design Load: HS 20, Features Intersected: MUD RIVER, Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A059, Location: 0.14 MI SOUTH OF CO 25/16 (Lat: 38.417619, Lng: -82.113261), Route carried "on" structure: County highway 2500, Year Built: 1980, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,936 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CO 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A059, Location: 0.14 MI SOUTH OF CO 25/16 (Lat: 38.417619, Lng: -82.113261), Route carried "on" structure: County highway 2500, Year Built: 1980, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,936 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CO 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A067, Location: 0.03 MI SOUTH OF CR 27/1 (Lat: 38.405869, Lng: -82.060361), Route carried "on" structure: County highway 2702, Year Built: 1989, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 127 (year 2038), Design Load: HS 25 or greater, Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CR 27/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A067, Location: 0.03 MI SOUTH OF CR 27/1 (Lat: 38.405869, Lng: -82.060361), Route carried "on" structure: County highway 2702, Year Built: 1989, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 127 (year 2038), Design Load: HS 25 or greater, Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CR 27/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A129, Location: 0.31 MI NORTH OF CR 25/1 (Lat: 38.422600, Lng: -82.105311), Route carried "on" structure: County highway 6039, Year Built: 1935, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 950 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,207 (year 2038), Features Intersected: INDIAN FORK, Facility Carried by Structure: CR 60/39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $35,000, Total Project Cost: $215,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A129, Location: 0.31 MI NORTH OF CR 25/1 (Lat: 38.422600, Lng: -82.105311), Route carried "on" structure: County highway 6039, Year Built: 1935, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 950 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,207 (year 2038), Features Intersected: INDIAN FORK, Facility Carried by Structure: CR 60/39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $35,000, Total Project Cost: $215,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A158, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424081, Lng: -82.092719), Route carried "on" structure: Interstate 6400, Year Built: 1959, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 35,607 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY RT. 60/19, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.379, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A158, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424081, Lng: -82.092719), Route carried "on" structure: Interstate 6400, Year Built: 1959, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 35,607 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY RT. 60/19, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.379, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A159, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425381, Lng: -82.054789), Route carried "on" structure: Interstate 6400, Year Built: 1958, Year Reconstructed: 1978, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 15,090 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 26,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 13 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: 13.6m (44.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $740,000, Total Project Cost: $1,889,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A159, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425381, Lng: -82.054789), Route carried "on" structure: Interstate 6400, Year Built: 1958, Year Reconstructed: 1978, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 15,090 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 26,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 13 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: 13.6m (44.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $740,000, Total Project Cost: $1,889,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A203, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424239, Lng: -82.092569), Route carried "on" structure: Interstate 6400, Year Built: 1959, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 35,607 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROUTE 60/19, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.379, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A203, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424239, Lng: -82.092569), Route carried "on" structure: Interstate 6400, Year Built: 1959, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 24,900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 35,607 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROUTE 60/19, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.379, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A204, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425531, Lng: -82.054969), Route carried "on" structure: Interstate 6400, Year Built: 1958, Year Reconstructed: 1978, Status: Open, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 15,088 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 26,100 (year 2038), Design Load: HS 20+Mod, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 13.6m (44.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $740,000, Total Project Cost: $1,889,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6A204, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425531, Lng: -82.054969), Route carried "on" structure: Interstate 6400, Year Built: 1958, Year Reconstructed: 1978, Status: Open, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 15,088 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 26,100 (year 2038), Design Load: HS 20+Mod, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 13.6m (44.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $756,000, Roadway Improvement Cost: $740,000, Total Project Cost: $1,889,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6A218, Location: 0.01 MI SOUTH OF CR 38 (Lat: 38.405669, Lng: -82.063439), Route carried "on" structure: County highway 2700, Year Built: 1940, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,270 (year 2038), Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CR 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $20,000, Total Project Cost: $145,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A218, Location: 0.01 MI SOUTH OF CR 38 (Lat: 38.405669, Lng: -82.063439), Route carried "on" structure: County highway 2700, Year Built: 1940, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,270 (year 2038), Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CR 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $20,000, Total Project Cost: $145,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A229, Location: 0.05 MI SOUTH OF CO 36 (Lat: 38.391381, Lng: -82.082919), Route carried "on" structure: County highway 3601, Year Built: 1989, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 119 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 151 (year 2039), Design Load: HS 20, Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CR 36/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A229, Location: 0.05 MI SOUTH OF CO 36 (Lat: 38.391381, Lng: -82.082919), Route carried "on" structure: County highway 3601, Year Built: 1989, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 119 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 151 (year 2039), Design Load: HS 20, Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CR 36/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A251, Location: 0.90 MILE EAST OF CR 16/1 (Lat: 38.457289, Lng: -82.072200), Route carried "on" structure: County highway 1600, Year Built: 1998, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 190 (year 2038), Design Load: HS 25 or greater, Features Intersected: KILGORE CREEK, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A251, Location: 0.90 MILE EAST OF CR 16/1 (Lat: 38.457289, Lng: -82.072200), Route carried "on" structure: County highway 1600, Year Built: 1998, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 190 (year 2038), Design Load: HS 25 or greater, Features Intersected: KILGORE CREEK, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A298, Location: 0.01 Miles from C.R. 38 (Lat: 38.391750, Lng: -82.077169), Route carried "on" structure: County highway 3600, Year Built: 2011, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24 (year 2040), Design Load: HL 93, Features Intersected: Charley Creek, Facility Carried by Structure: County route 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A298, Location: 0.01 Miles from C.R. 38 (Lat: 38.391750, Lng: -82.077169), Route carried "on" structure: County highway 3600, Year Built: 2011, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24 (year 2040), Design Load: HL 93, Features Intersected: Charley Creek, Facility Carried by Structure: County route 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A303, Location: 0.01 mile south of CR 40 (Lat: 38.383831, Lng: -82.121889), Route carried "on" structure: County highway 2500, Year Built: 2013, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,235 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,568 (year 2039), Design Load: HL 93, Features Intersected: Big Two Mile Creek, Facility Carried by Structure: County Route 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A303, Location: 0.01 mile south of CR 40 (Lat: 38.383831, Lng: -82.121889), Route carried "on" structure: County highway 2500, Year Built: 2013, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,235 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,568 (year 2039), Design Load: HL 93, Features Intersected: Big Two Mile Creek, Facility Carried by Structure: County Route 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A332, Location: 0.37 MI SOUTH OF CR 36 (Lat: 38.403081, Lng: -82.117981), Route carried "on" structure: County highway 2500, Year Built: 2021, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,331 (year 2040), Design Load: HL 93, Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CO 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6A332, Location: 0.37 MI SOUTH OF CR 36 (Lat: 38.403081, Lng: -82.117981), Route carried "on" structure: County highway 2500, Year Built: 2021, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,331 (year 2040), Design Load: HL 93, Features Intersected: CHARLEY CREEK, Facility Carried by Structure: CO 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40A14, Location: 0.0 MILE S OF US 60 (Lat: 38.417481, Lng: -82.048589), Route carried "on" structure: County highway 601, Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 203 (year 2039), Features Intersected: INDIAN FORK, Facility Carried by Structure: COUNTY ROUTE 60/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 40A14, Location: 0.0 MILE S OF US 60 (Lat: 38.417481, Lng: -82.048589), Route carried "on" structure: County highway 601, Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 203 (year 2039), Features Intersected: INDIAN FORK, Facility Carried by Structure: COUNTY ROUTE 60/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 6A158, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424081, Lng: -82.092719), Route carried "under" structure: County highway 6019, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 350 (year 0007), Truck Traffic: 4%, Features Intersected: COUNTY RT. 60/19, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 6A158, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424081, Lng: -82.092719), Route carried "under" structure: County highway 6019, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 350 (year 0007), Truck Traffic: 4%, Features Intersected: COUNTY RT. 60/19, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 6A159, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425381, Lng: -82.054789), Route carried "under" structure: County highway 6021, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 0007), Truck Traffic: 4%, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.853, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 13.6m (44.6ft)
Structure Number: 6A159, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425381, Lng: -82.054789), Route carried "under" structure: County highway 6021, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 0007), Truck Traffic: 4%, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.853, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 13.6m (44.6ft)
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Structure Number: 6A203, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424239, Lng: -82.092569), Route carried "under" structure: County highway 6019, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 350 (year 0008), Truck Traffic: 4%, Features Intersected: COUNTY ROUTE 60/19, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 6A203, Location: 1.58 MI EAST OF CR 13 (Lat: 38.424239, Lng: -82.092569), Route carried "under" structure: County highway 6019, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 350 (year 0008), Truck Traffic: 4%, Features Intersected: COUNTY ROUTE 60/19, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 6A204, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425561, Lng: -82.054861), Route carried "under" structure: County highway 6021, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 0007), Truck Traffic: 4%, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.853, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 13.6m (44.6ft)
Structure Number: 6A204, Location: 4.13 MI EAST OF CR 13 (Lat: 38.425561, Lng: -82.054861), Route carried "under" structure: County highway 6021, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 0007), Truck Traffic: 4%, Features Intersected: COUNTY RT 60/21, Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.853, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 13.6m (44.6ft)