Bridge Statistics for Lesage, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 66ft / 19.9mTotal length
- $530,000Total costs
- 15,817Total average daily traffic
- 935Total average daily truck traffic
- 19,511Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lesage
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11970-1979
- 31980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Poor
- Bridge Condition - Superstructure
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
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Structure Number: 6A013, Location: 0.06 MI SOUTH OF CR 7 (Lat: 38.479519, Lng: -82.298961), Route carried "on" structure: State highway 200, Year Built: 1989, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 7,900 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 9,875 (year 2037), Design Load: HS 20, Features Intersected: NINEMILE CREEK, Facility Carried by Structure: WV 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A013, Location: 0.06 MI SOUTH OF CR 7 (Lat: 38.479519, Lng: -82.298961), Route carried "on" structure: State highway 200, Year Built: 1989, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 7,900 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 9,875 (year 2037), Design Load: HS 20, Features Intersected: NINEMILE CREEK, Facility Carried by Structure: WV 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 6A016, Location: 0.40 MI EAST OF WV 2 (Lat: 38.483800, Lng: -82.294511), Route carried "on" structure: County highway 700, Year Built: 1988, Status: Open, Structure Length: 6.02m (19.75ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 242 (year 2040), Design Load: HS 20, Features Intersected: NINEMILE CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.2 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A016, Location: 0.40 MI EAST OF WV 2 (Lat: 38.483800, Lng: -82.294511), Route carried "on" structure: County highway 700, Year Built: 1988, Status: Open, Structure Length: 6.02m (19.75ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 242 (year 2040), Design Load: HS 20, Features Intersected: NINEMILE CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.2 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 6A017, Location: 0.79 MI EAST OF WV 2 (Lat: 38.491350, Lng: -82.294681), Route carried "on" structure: County highway 700, Year Built: 1945, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 445 (year 2039), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $20,000, Total Project Cost: $130,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A017, Location: 0.79 MI EAST OF WV 2 (Lat: 38.491350, Lng: -82.294681), Route carried "on" structure: County highway 700, Year Built: 1945, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 445 (year 2039), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $20,000, Total Project Cost: $130,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A018, Location: 00.7 MI WEST OF CR 7/1 (Lat: 38.504539, Lng: -82.283881), Route carried "on" structure: County highway 700, Year Built: 1949, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 254 (year 2039), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $25,000, Total Project Cost: $145,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A018, Location: 00.7 MI WEST OF CR 7/1 (Lat: 38.504539, Lng: -82.283881), Route carried "on" structure: County highway 700, Year Built: 1949, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 254 (year 2039), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $25,000, Total Project Cost: $145,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A035, Location: 0.04 MI EAST OF CR 12/1 (Lat: 38.498119, Lng: -82.262800), Route carried "on" structure: County highway 1200, Year Built: 1984, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 191 (year 2038), Features Intersected: RIGHT FK NINEMILE CK, Facility Carried by Structure: CR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $54,000, Total Project Cost: $120,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6A035, Location: 0.04 MI EAST OF CR 12/1 (Lat: 38.498119, Lng: -82.262800), Route carried "on" structure: County highway 1200, Year Built: 1984, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 191 (year 2038), Features Intersected: RIGHT FK NINEMILE CK, Facility Carried by Structure: CR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $54,000, Total Project Cost: $120,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6A052, Location: 0.01 MI. SOUTH OF CR 11 (Lat: 38.470489, Lng: -82.277669), Route carried "on" structure: County highway 2200, Year Built: 1979, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 60 (year 2038), Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: CR 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $135,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 6A052, Location: 0.01 MI. SOUTH OF CR 11 (Lat: 38.470489, Lng: -82.277669), Route carried "on" structure: County highway 2200, Year Built: 1979, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 60 (year 2038), Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: CR 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $135,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6A287, Location: 0.11 MILES EAST OF CR 7/1 (Lat: 38.506500, Lng: -82.284000), Route carried "on" structure: County highway 700, Year Built: 2008, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 127 (year 2036), Design Load: HS 20, Features Intersected: NINEMILE CREEK, Facility Carried by Structure: COUNTY ROUTE 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 6A287, Location: 0.11 MILES EAST OF CR 7/1 (Lat: 38.506500, Lng: -82.284000), Route carried "on" structure: County highway 700, Year Built: 2008, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 127 (year 2036), Design Load: HS 20, Features Intersected: NINEMILE CREEK, Facility Carried by Structure: COUNTY ROUTE 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6A291, Location: 0.09 MILE SOUTH OF WV 2 (Lat: 38.459550, Lng: -82.301819), Route carried "on" structure: County highway 1900, Year Built: 2009, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,865 (year 2040), Features Intersected: RT FORK SEVEN MILE CK, Facility Carried by Structure: COUNTY ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 6A291, Location: 0.09 MILE SOUTH OF WV 2 (Lat: 38.459550, Lng: -82.301819), Route carried "on" structure: County highway 1900, Year Built: 2009, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,865 (year 2040), Features Intersected: RT FORK SEVEN MILE CK, Facility Carried by Structure: COUNTY ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 6A3, Location: 0.01 MILE WEST OF C.R. 1 (Lat: 38.485019, Lng: -82.217831), Route carried "on" structure: County highway 118, Year Built: 2011, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 5 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 7 (year 2036), Design Load: HL 93, Features Intersected: BIG HILL HOLLOW CREEK, Facility Carried by Structure: COUNTY ROUTE 1/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6A3, Location: 0.01 MILE WEST OF C.R. 1 (Lat: 38.485019, Lng: -82.217831), Route carried "on" structure: County highway 118, Year Built: 2011, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 5 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 7 (year 2036), Design Load: HL 93, Features Intersected: BIG HILL HOLLOW CREEK, Facility Carried by Structure: COUNTY ROUTE 1/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6A305, Location: 0.02 MILE EAST OF C.R. 11 (Lat: 38.468289, Lng: -82.280400), Route carried "on" structure: County highway 1700, Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 412 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 445 (year 2039), Design Load: HL 93, Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: COUNTY ROUTE 17
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.032, 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 6A305, Location: 0.02 MILE EAST OF C.R. 11 (Lat: 38.468289, Lng: -82.280400), Route carried "on" structure: County highway 1700, Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 412 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 445 (year 2039), Design Load: HL 93, Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: COUNTY ROUTE 17
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.032, 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy