Bridge Statistics for Birch River, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 259ft / 78.5mTotal length
- $3,100,000Total costs
- 104,943Total average daily traffic
- 17,160Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Birch River
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11950-1959
- 41960-1969
- 11970-1979
- 11980-1989
- 101990-1999
- 12000-2009
- 22020-2022
- Bridge Condition - Deck
- 6.3%Very good
- 12.5%Good
- 68.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 17.6%Good
- 35.3%Satisfactory
- 29.4%Fair
- 11.8%Poor
- Bridge Condition - Substructure
- 5.9%Very good
- 17.6%Good
- 35.3%Satisfactory
- 35.3%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 11.8%Excellent
- 47.1%Very good
- 11.8%Good
- 11.8%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 34A001, Location: 0.64 Miles W. of CR 1/6 (Lat: 38.516950, Lng: -80.782419), Route carried "on" structure: County highway 100, Year Built: 1950, Year Reconstructed: 1987, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 691 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 843 (year 2039), Features Intersected: BIRCH RIVER, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $444,000, Total Project Cost: $1,160,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 34A001, Location: 0.64 Miles W. of CR 1/6 (Lat: 38.516950, Lng: -80.782419), Route carried "on" structure: County highway 100, Year Built: 1950, Year Reconstructed: 1987, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 691 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 843 (year 2039), Features Intersected: BIRCH RIVER, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $444,000, Total Project Cost: $1,160,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 34A002, Location: 0.40 Miles West of US 19 (Lat: 38.501219, Lng: -80.763339), Route carried "on" structure: County highway 100, Year Built: 1992, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 924 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,127 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A002, Location: 0.40 Miles West of US 19 (Lat: 38.501219, Lng: -80.763339), Route carried "on" structure: County highway 100, Year Built: 1992, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 924 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,127 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34A006, Location: 2.78 Miles S. of WV 82 (Lat: 38.459219, Lng: -80.718811), Route carried "on" structure: County highway 109, Year Built: 1964, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2038), Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.507, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $137,000, Total Project Cost: $329,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 34A006, Location: 2.78 Miles S. of WV 82 (Lat: 38.459219, Lng: -80.718811), Route carried "on" structure: County highway 109, Year Built: 1964, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2038), Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.507, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $137,000, Total Project Cost: $329,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 34A007, Location: 2.37 Miles S. of WV 82 (Lat: 38.467311, Lng: -80.724581), Route carried "on" structure: County highway 109, Year Built: 1964, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 62 (year 2039), Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $167,000, Total Project Cost: $452,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 34A007, Location: 2.37 Miles S. of WV 82 (Lat: 38.467311, Lng: -80.724581), Route carried "on" structure: County highway 109, Year Built: 1964, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 62 (year 2039), Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $167,000, Total Project Cost: $452,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 34A008, Location: 2.01 Miles S. of WV 82 (Lat: 38.467400, Lng: -80.724539), Route carried "on" structure: County highway 109, Year Built: 1968, Status: Posted for load, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2038), Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.746, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $161,000, Total Project Cost: $387,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 34A008, Location: 2.01 Miles S. of WV 82 (Lat: 38.467400, Lng: -80.724539), Route carried "on" structure: County highway 109, Year Built: 1968, Status: Posted for load, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2038), Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.746, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $161,000, Total Project Cost: $387,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 34A009, Location: 0.52 Miles S. of WV 82 (Lat: 38.486739, Lng: -80.731639), Route carried "on" structure: County highway 109, Year Built: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 252 (year 2039), Design Load: HS 25 or greater, Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.144, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 17.7m (58.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A009, Location: 0.52 Miles S. of WV 82 (Lat: 38.486739, Lng: -80.731639), Route carried "on" structure: County highway 109, Year Built: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 252 (year 2039), Design Load: HS 25 or greater, Features Intersected: ANTHONY CREEK, Facility Carried by Structure: COUNTY ROUTE 1/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.144, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 17.7m (58.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34A094, Location: 0.46 Miles N. of WV 82 (Lat: 38.502450, Lng: -80.752169), Route carried "on" structure: County highway 1941, Year Built: 1996, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 153 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 187 (year 2036), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: C0UNTY ROUTE 19/41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, 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: 16.5m (54.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A094, Location: 0.46 Miles N. of WV 82 (Lat: 38.502450, Lng: -80.752169), Route carried "on" structure: County highway 1941, Year Built: 1996, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 153 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 187 (year 2036), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: C0UNTY ROUTE 19/41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, 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: 16.5m (54.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34A095, Location: 0.18 Miles N. of WV 82 (Lat: 38.500569, Lng: -80.755331), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 9.70m (31.82ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 62.6 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A095, Location: 0.18 Miles N. of WV 82 (Lat: 38.500569, Lng: -80.755331), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 9.70m (31.82ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 62.6 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 34A096, Location: 0.49 Miles N. of CR 1 (Lat: 38.500750, Lng: -80.755469), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,143 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A096, Location: 0.49 Miles N. of CR 1 (Lat: 38.500750, Lng: -80.755469), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,143 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 34A097, Location: 0.09 Miles N. of CR 1 (Lat: 38.501061, Lng: -80.755611), Route carried "on" structure: Ramp US 1900, Year Built: 1997, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: RAMP "C" US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A097, Location: 0.09 Miles N. of CR 1 (Lat: 38.501061, Lng: -80.755611), Route carried "on" structure: Ramp US 1900, Year Built: 1997, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: RAMP "C" US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 34A098, Location: 0.06 Miles N. of WV 82 (Lat: 38.500350, Lng: -80.755011), Route carried "on" structure: Ramp US 1900, Year Built: 1997, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: RAMP "B" US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A098, Location: 0.06 Miles N. of WV 82 (Lat: 38.500350, Lng: -80.755011), Route carried "on" structure: Ramp US 1900, Year Built: 1997, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: RAMP "B" US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 34A1, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499331, Lng: -80.756181), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,143 (year 2039), Design Load: HS 25 or greater, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34A1, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499331, Lng: -80.756181), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,143 (year 2039), Design Load: HS 25 or greater, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34A101, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499400, Lng: -80.756389), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 25 or greater, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A101, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499400, Lng: -80.756389), Route carried "on" structure: US 1900, Year Built: 1997, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 25 or greater, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 34A102, Location: 0.01 Miles N of CR 19/3 (Lat: 38.508950, Lng: -80.746311), Route carried "on" structure: US 1900, Year Built: 1969, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: US 19 NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.427, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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 24 months, Inspection Date: Febuary 2020
Structure Number: 34A102, Location: 0.01 Miles N of CR 19/3 (Lat: 38.508950, Lng: -80.746311), Route carried "on" structure: US 1900, Year Built: 1969, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 18,852 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,147 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: US 19 NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.427, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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 24 months, Inspection Date: Febuary 2020
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Structure Number: 34A105, Location: 0.03 Miles N. of CR 19/40 (Lat: 38.522331, Lng: -80.728750), Route carried "on" structure: US 1900, Year Built: 1970, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 11,216 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 16,151 (year 2039), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.453, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34A105, Location: 0.03 Miles N. of CR 19/40 (Lat: 38.522331, Lng: -80.728750), Route carried "on" structure: US 1900, Year Built: 1970, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 11,216 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 16,151 (year 2039), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.453, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34A12, Location: 0.08 Miles N. of WV 82 (Lat: 38.500619, Lng: -80.753039), Route carried "on" structure: County highway 8201, Year Built: 1916, Status: Posted for load, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: BIRCH RIVER, Facility Carried by Structure: COUNTY ROUTE 82/01
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $280,000, Total Project Cost: $772,000 ( Estimate for 2021)
Structure Number: 34A12, Location: 0.08 Miles N. of WV 82 (Lat: 38.500619, Lng: -80.753039), Route carried "on" structure: County highway 8201, Year Built: 1916, Status: Posted for load, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: BIRCH RIVER, Facility Carried by Structure: COUNTY ROUTE 82/01
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $280,000, Total Project Cost: $772,000 ( Estimate for 2021)
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Structure Number: 34A123, Location: 0.08 Miles N. of WV 82 (Lat: 38.500331, Lng: -80.754431), Route carried "on" structure: County highway 1941, Year Built: 2001, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 315 (year 2036), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: County Route 19/41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.337, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A123, Location: 0.08 Miles N. of WV 82 (Lat: 38.500331, Lng: -80.754431), Route carried "on" structure: County highway 1941, Year Built: 2001, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 315 (year 2036), Design Load: HS 25 or greater, Features Intersected: BIRCH RIVER, Facility Carried by Structure: County Route 19/41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.337, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34A145, Location: 0.02 Miles E of C.R. 82/1 (Lat: 38.498239, Lng: -80.753519), Route carried "on" structure: State highway 82, Year Built: 2020, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,437 (year 2039), Design Load: HL 93, Features Intersected: Powells Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34A145, Location: 0.02 Miles E of C.R. 82/1 (Lat: 38.498239, Lng: -80.753519), Route carried "on" structure: State highway 82, Year Built: 2020, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,437 (year 2039), Design Load: HL 93, Features Intersected: Powells Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34A146, Location: 0.01 Miles North CR 1/9 (Lat: 38.493581, Lng: -80.735281), Route carried "on" structure: State highway 8200, Year Built: 2020, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,437 (year 2039), Design Load: HL 93, Features Intersected: Birch River, Facility Carried by Structure: WV 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34A146, Location: 0.01 Miles North CR 1/9 (Lat: 38.493581, Lng: -80.735281), Route carried "on" structure: State highway 8200, Year Built: 2020, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,437 (year 2039), Design Load: HL 93, Features Intersected: Birch River, Facility Carried by Structure: WV 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34A1, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499339, Lng: -80.756181), Route carried "under" structure: County highway 100, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 950 (year 0009), Truck Traffic: 6%, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 10.815, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 34A1, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499339, Lng: -80.756181), Route carried "under" structure: County highway 100, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 950 (year 0009), Truck Traffic: 6%, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 NBL
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 10.815, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 34A101, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499403, Lng: -80.756392), Route carried "under" structure: County highway 100, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 950 (year 0009), Truck Traffic: 6%, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 10.815, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 34A101, Location: 0.85 Miles S. of CR 19/3 (Lat: 38.499403, Lng: -80.756392), Route carried "under" structure: County highway 100, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 950 (year 0009), Truck Traffic: 6%, Features Intersected: COUNTY ROUTE 1, Facility Carried by Structure: US 19 SBL
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 10.815, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 21.9m (71.9ft)