Bridge Statistics for Hurricane, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 40A014,  Location: 0.02 MI SOUTH OF CR 30 (Lat: 38.491289,  Lng: -82.052700),  Route carried "on" structure: County highway 19,  Year Built: 1995,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 1,358 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,833 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: TRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A018,  Location: 0.06 MI N OF CR 19 (Lat: 38.471639,  Lng: -82.034011),  Route carried "on" structure: County highway 193,  Year Built: 1977,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 473 (year 2038),  Design Load: HS 20,  Features Intersected: TRACE CREEK,  Facility Carried by Structure: CR 19/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40A019,  Location: 0.91 MI N OF CR 19 (Lat: 38.451981,  Lng: -82.010511),  Route carried "on" structure: County highway 196,  Year Built: 1979,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 270 (year 2038),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CR 19/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  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: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A029,  Location: 0.01 MI N OF CR 34/34 (Lat: 38.407519,  Lng: -82.013019),  Route carried "on" structure: State highway 34,  Year Built: 1939,  Status: Posted for load,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,780 (year 2038),  Design Load: H 15,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.923,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.99m (6.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $850,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $900,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A03,  Location: 0.60 MI N OF CR 60/2 (Lat: 38.425989,  Lng: -82.020200),  Route carried "on" structure: State highway 34,  Year Built: 1970,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 5,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,020 (year 2039),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.208,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $750,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40A031,  Location: 0.06 MI N OF ALT. WV 34 (Lat: 38.432739,  Lng: -82.018839),  Route carried "on" structure: State highway 34,  Year Built: 1966,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 11,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,514 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.981,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $550,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A037,  Location: 0.37 MI E OF WV 34 (F) (Lat: 38.433531,  Lng: -81.995961),  Route carried "on" structure: County highway 3418,  Year Built: 1990,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 480 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CR 034/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  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: 13.4m (44.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A048,  Location: 0.10 MI E OF WV 34 (Lat: 38.345131,  Lng: -81.997789),  Route carried "on" structure: County highway 39,  Year Built: 1993,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 608 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TRACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: 1.42m (4.66ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A051,  Location: 0.10 MI S OF WV 34 (Lat: 38.343761,  Lng: -82.001181),  Route carried "on" structure: County highway 41,  Year Built: 1990,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 270 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TRACE FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  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,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A055,  Location: 1.35 MI N OF WV 34 (Lat: 38.352531,  Lng: -82.029031),  Route carried "on" structure: County highway 50,  Year Built: 1984,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 60 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 80 (year 2040),  Design Load: HS 20,  Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.146,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A064,  Location: 0.72 MI WEST OF CR19 SLS (Lat: 38.435089,  Lng: -82.030631),  Route carried "on" structure: Interstate 64,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 30,700 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 41,445 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR60/3 & BR HURRICANE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.318,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 15.5m (50.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.07m (13.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,600,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,800,000 ( Estimate for 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: 40A065,  Location: 0.72 MI W OF CR 19 SLS (Lat: 38.435089,  Lng: -82.030631),  Route carried "on" structure: Interstate 64,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 15,350 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,733 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR60/3 & BR HURRICANE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.318,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 15.5m (50.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $2,250,000 ( Estimate for 2020),  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: 40A067,  Location: 2.39 MI E OF CR 19 (Lat: 38.455650,  Lng: -81.979689),  Route carried "on" structure: Interstate 64,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,300 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.323,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 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: 15.2m (49.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000 ( Estimate for 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: 40A069,  Location: 2.39 MI E OF CR 19 (Lat: 38.455861,  Lng: -81.979669),  Route carried "on" structure: Interstate 64,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,300 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.323,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 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: 15.2m (49.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $750,000 ( Estimate for 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: 40A084,  Location: 0.35 MI W OF CR 19 (Lat: 38.448689,  Lng: -82.031661),  Route carried "on" structure: County highway 195,  Year Built: 1977,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 80 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 108 (year 2038),  Design Load: H 20,  Features Intersected: SLEEPY CREEK,  Facility Carried by Structure: CR 19/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A1,  Location: 0.02 MI E OF US 60 F (Lat: 38.411219,  Lng: -81.992761),  Route carried "on" structure: County highway 48,  Year Built: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 338 (year 2038),  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 2020)

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Structure Number: 40A101,  Location: 0.10 MI S OF CR 506 (Lat: 38.367500,  Lng: -82.022289),  Route carried "on" structure: County highway 50,  Year Built: 1976,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 80 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 108 (year 2038),  Design Load: HS 20,  Features Intersected: LAYWELL BR SYCAMORE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A102,  Location: 0.01 MI N OF CR 50/1 SLS (Lat: 38.398150,  Lng: -82.033319),  Route carried "on" structure: County highway 50,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,105 (year 2038),  Design Load: HS 20,  Features Intersected: CHARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.549,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A103,  Location: 0.36 MI S OF CR 50/5 (Lat: 38.389100,  Lng: -82.028111),  Route carried "on" structure: County highway 50,  Year Built: 1976,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 878 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH OF CHARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.358,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $150,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A104,  Location: 0.01 MI S OF CR 50/5 (Lat: 38.394231,  Lng: -82.028769),  Route carried "on" structure: County highway 50,  Year Built: 1976,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 878 (year 2038),  Design Load: HS 20,  Features Intersected: CHARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.8 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A105,  Location: 0.05 MI N OF CR 50/5 (Lat: 38.394500,  Lng: -82.029000),  Route carried "on" structure: County highway 50,  Year Built: 1976,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 878 (year 2038),  Design Load: HS 20,  Features Intersected: CHARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.018,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 69.8 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A106,  Location: 0.19 MI W OF WV 34 (Lat: 38.418481,  Lng: -82.021411),  Route carried "on" structure: County highway 602,  Year Built: 1986,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 845 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CR 60/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

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: 61.7 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A114,  Location: 0.07 MI S OF US 60 (Lat: 38.408039,  Lng: -81.966300),  Route carried "on" structure: County highway 6028,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27 (year 2040),  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: COUNTY ROUTE 60/28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40A119,  Location: 1.43 MI N OF CR 13/8 (Lat: 38.500550,  Lng: -81.993431),  Route carried "on" structure: County highway 40,  Year Built: 1997,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 945 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: POPLAR FK/HURRICANE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.242,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A121,  Location: 0.20 MI S OF US 60 (Lat: 38.407961,  Lng: -81.961389),  Route carried "on" structure: County highway 604,  Year Built: 1998,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 27 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CR 60/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  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: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A13,  Location: 0.03 MILE NORTH OF CR 13 (Lat: 38.504669,  Lng: -81.997169),  Route carried "on" structure: County highway 19,  Year Built: 1999,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,215 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.412,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A134,  Location: 0.70 MI N OF CREEK 34/31 (Lat: 38.437189,  Lng: -82.000739),  Route carried "on" structure: State highway 34,  Year Built: 2000,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 15,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,385 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.799,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.7m (107.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 40A136,  Location: 0.33 MILE N OF WV 34 (Lat: 38.439811,  Lng: -82.018689),  Route carried "on" structure: County highway 19,  Year Built: 2000,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 18,800 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,380 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I-64 EB & WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.531,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 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: 40A142,  Location: 0.17 MI W OF CR 60/1 (Lat: 38.419619,  Lng: -82.051319),  Route carried "on" structure: US 60,  Year Built: 2006,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 8,300 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 11,205 (year 2039),  Design Load: HL 93,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A903,  Location: 0.01 MI N OF WV 34 (Lat: 38.432739,  Lng: -82.020111),  Route carried "on" structure: City street N0765,  Year Built: 1992,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CONNER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $150,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A904,  Location: 0.1 MI E OF WV 34 (Lat: 38.442311,  Lng: -81.983989),  Route carried "on" structure: City street N0765,  Year Built: 1980,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 135 (year 2038),  Features Intersected: MILL CREEK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Mixed types,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 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: Meets minimum limits,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 27A177,  Location: 0.55 MILE S OF CR 36 (Lat: 38.464000,  Lng: -82.035000),  Route carried "under" structure: County highway 270,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 0007),  Truck Traffic: 2%,  Features Intersected: CR27 & UPPER FIVEMILE CK,  Facility Carried by Structure: US 35 SOUTHBOUND
Minimum Vertical Clearance: 13.28m (43.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 40A031,  Location: 0.06 MI N OF ALT. WV 34 (Lat: 38.256000,  Lng: -82.018000),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0007),  Features Intersected: CSX RR,  Facility Carried by Structure: WV 34
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 40A064,  Location: 0.72 MI WEST OF CR19 SLS (Lat: 38.435089,  Lng: -82.030631),  Route carried "under" structure: County highway 6003,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22 (year 0016),  Truck Traffic: 4%,  Features Intersected: CR60/3 & BR HURRICANE CK,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 40A065,  Location: 0.72 MI W OF CR 19 SLS (Lat: 38.435089,  Lng: -82.030631),  Route carried "under" structure: County highway 6003,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22 (year 0016),  Truck Traffic: 4%,  Features Intersected: CR60/3 & BR HURRICANE CK,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 40A069,  Location: 2.39 MI E OF CR 19 (Lat: 38.455861,  Lng: -81.979669),  Route carried "under" structure: County highway 4000,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,995 (year 0017),  Truck Traffic: 4%,  Features Intersected: CR 40,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 40A123,  Location: 0.27 MI E OF US 35 (Lat: 38.349000,  Lng: -82.002000),  Route carried "under" structure: US 350,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 0012),  Truck Traffic: 18%,  Features Intersected: US 35 & KANAWHA RIVER,  Facility Carried by Structure: WV 869
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 17.365,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 161.8m (530.8ft)

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Structure Number: 40A136,  Location: 0.33 MILE N OF WV 34 (Lat: 38.439811,  Lng: -82.018689),  Route carried "under" structure: Interstate 6400,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 38,980 (year 0015),  Truck Traffic: 24%,  Features Intersected: I-64 EB & WB,  Facility Carried by Structure: CR 19
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 54.476,  Lanes on structure: 5,  Lanes under structure: 4,  Length of Maximum Span: 30.2m (99.1ft)