Bridge Statistics for Jacksonburg, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 89ft / 27.1mTotal length
- $5,090,000Total costs
- 7,221Total average daily traffic
- 577Total average daily truck traffic
- 9,618Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksonburg
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11920-1929
- 21930-1939
- 21970-1979
- 21980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 70.0%Good
- 10.0%Satisfactory
- 20.0%Poor
- Bridge Condition - Superstructure
- 46.2%Good
- 15.4%Satisfactory
- 30.8%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 53.8%Good
- 15.4%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 30.8%Good
- 23.1%Satisfactory
- 38.5%Fair
- 7.7%Poor
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Structure Number: 52A043, Location: 0.01 MI WEST JCT CR 60 (Lat: 39.580119, Lng: -80.630350), Route carried "on" structure: County highway 15, Year Built: 1989, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 343 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAUD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, 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: 6.2m (20.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $153,000, Total Project Cost: $308,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A043, Location: 0.01 MI WEST JCT CR 60 (Lat: 39.580119, Lng: -80.630350), Route carried "on" structure: County highway 15, Year Built: 1989, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 343 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAUD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, 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: 6.2m (20.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $153,000, Total Project Cost: $308,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52A045, Location: 0.01 mi. East jct CR19 (Lat: 39.579450, Lng: -80.591811), Route carried "on" structure: County highway 15, Year Built: 1984, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: Willey Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.567, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $10,000, Total Project Cost: $85,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A045, Location: 0.01 mi. East jct CR19 (Lat: 39.579450, Lng: -80.591811), Route carried "on" structure: County highway 15, Year Built: 1984, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: Willey Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.567, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $10,000, Total Project Cost: $85,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A046, Location: 0.02 mi. South jct CR 15 (Lat: 39.568350, Lng: -80.582481), Route carried "on" structure: County highway 152, Year Built: 1917, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2040), Features Intersected: North Fork Fishing Creek, Facility Carried by Structure: County Route 15/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: October 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $222,000, Total Project Cost: $583,000 ( Estimate for 2019)
Structure Number: 52A046, Location: 0.02 mi. South jct CR 15 (Lat: 39.568350, Lng: -80.582481), Route carried "on" structure: County highway 152, Year Built: 1917, Status: Posted for load, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2040), Features Intersected: North Fork Fishing Creek, Facility Carried by Structure: County Route 15/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: October 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $222,000, Total Project Cost: $583,000 ( Estimate for 2019)
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Structure Number: 52A062, Location: 0.10 mi North jct CR20/10 (Lat: 39.521989, Lng: -80.627069), Route carried "on" structure: State highway 20, Year Built: 1938, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,074 (year 2040), Design Load: H 15, Features Intersected: South Fork Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $534,000, Total Project Cost: $1,194,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A062, Location: 0.10 mi North jct CR20/10 (Lat: 39.521989, Lng: -80.627069), Route carried "on" structure: State highway 20, Year Built: 1938, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,074 (year 2040), Design Load: H 15, Features Intersected: South Fork Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $534,000, Total Project Cost: $1,194,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A063, Location: 0.07 mi. South jct C20/10 (Lat: 39.525861, Lng: -80.631389), Route carried "on" structure: State highway 20, Year Built: 1938, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,380 (year 2040), Design Load: H 15, Features Intersected: South Fork Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $534,000, Total Project Cost: $1,194,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A063, Location: 0.07 mi. South jct C20/10 (Lat: 39.525861, Lng: -80.631389), Route carried "on" structure: State highway 20, Year Built: 1938, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,380 (year 2040), Design Load: H 15, Features Intersected: South Fork Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $534,000, Total Project Cost: $1,194,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A09, Location: 0.01 mi. South jct CR56 (Lat: 39.515769, Lng: -80.694161), Route carried "on" structure: County highway 5601, Year Built: 1974, Year Reconstructed: 1993, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2038), Design Load: HS 20, Features Intersected: Piney Fork, Facility Carried by Structure: County Route 56/1
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $160,000, Total Project Cost: $322,000 ( Estimate for 2018), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 52A09, Location: 0.01 mi. South jct CR56 (Lat: 39.515769, Lng: -80.694161), Route carried "on" structure: County highway 5601, Year Built: 1974, Year Reconstructed: 1993, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2038), Design Load: HS 20, Features Intersected: Piney Fork, Facility Carried by Structure: County Route 56/1
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $160,000, Total Project Cost: $322,000 ( Estimate for 2018), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 52A095, Location: 0.03 mi. East CR15/2 (Lat: 39.534550, Lng: -80.609889), Route carried "on" structure: County highway 76, Year Built: 1918, Status: Temporarily open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2040), Features Intersected: North Fork Richwood Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Inspection Date: October 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $128,000, Total Project Cost: $417,000 ( Estimate for 2021)
Structure Number: 52A095, Location: 0.03 mi. East CR15/2 (Lat: 39.534550, Lng: -80.609889), Route carried "on" structure: County highway 76, Year Built: 1918, Status: Temporarily open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2040), Features Intersected: North Fork Richwood Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Inspection Date: October 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $128,000, Total Project Cost: $417,000 ( Estimate for 2021)
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Structure Number: 52A099, Location: 0.01 mi. South jct CR 82 (Lat: 39.491611, Lng: -80.635031), Route carried "on" structure: County highway 821, Year Built: 1920, Status: Posted for load, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2039), Features Intersected: Buffalo Run, Facility Carried by Structure: County Route 82/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $234,000, Total Project Cost: $659,000 ( Estimate for 2019)
Structure Number: 52A099, Location: 0.01 mi. South jct CR 82 (Lat: 39.491611, Lng: -80.635031), Route carried "on" structure: County highway 821, Year Built: 1920, Status: Posted for load, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 69 (year 2039), Features Intersected: Buffalo Run, Facility Carried by Structure: County Route 82/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $234,000, Total Project Cost: $659,000 ( Estimate for 2019)
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Structure Number: 52A112, Location: 2.00 mi. East jct WV20 (Lat: 39.553889, Lng: -80.624239), Route carried "on" structure: County highway 204, Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2039), Design Load: HS 20, Features Intersected: Upper Run, Facility Carried by Structure: County Route 20/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $163,000, Total Project Cost: $328,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 52A112, Location: 2.00 mi. East jct WV20 (Lat: 39.553889, Lng: -80.624239), Route carried "on" structure: County highway 204, Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2039), Design Load: HS 20, Features Intersected: Upper Run, Facility Carried by Structure: County Route 20/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $163,000, Total Project Cost: $328,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52A14, Location: 0.03 mi. South jct WV20 (Lat: 39.532431, Lng: -80.642439), Route carried "on" structure: County highway 82, Year Built: 2004, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 548 (year 2040), Design Load: HS 25 or greater, Features Intersected: South Fork Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A14, Location: 0.03 mi. South jct WV20 (Lat: 39.532431, Lng: -80.642439), Route carried "on" structure: County highway 82, Year Built: 2004, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 548 (year 2040), Design Load: HS 25 or greater, Features Intersected: South Fork Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52A143, Location: 0.08 mi. South jct CR 76 (Lat: 39.527281, Lng: -80.638561), Route carried "on" structure: State highway 20, Year Built: 2006, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,660 (year 2039), Design Load: HS 25 or greater, Features Intersected: Richwood Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.089, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A143, Location: 0.08 mi. South jct CR 76 (Lat: 39.527281, Lng: -80.638561), Route carried "on" structure: State highway 20, Year Built: 2006, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,660 (year 2039), Design Load: HS 25 or greater, Features Intersected: Richwood Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.089, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52A155, Location: 0.03 mi. East jct CR62 (Lat: 39.586989, Lng: -80.618031), Route carried "on" structure: County highway 15, Year Built: 2011, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 305 (year 2040), Design Load: HL 93, Features Intersected: Four Mile Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 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: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 52A155, Location: 0.03 mi. East jct CR62 (Lat: 39.586989, Lng: -80.618031), Route carried "on" structure: County highway 15, Year Built: 2011, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 305 (year 2040), Design Load: HL 93, Features Intersected: Four Mile Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 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: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 52A157, Location: 0.32 mi. South jct WV 20 (Lat: 39.529481, Lng: -80.644239), Route carried "on" structure: County highway 82, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 471 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 575 (year 2037), Design Load: HL 93, Features Intersected: Buffalo Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A157, Location: 0.32 mi. South jct WV 20 (Lat: 39.529481, Lng: -80.644239), Route carried "on" structure: County highway 82, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 471 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 575 (year 2037), Design Load: HL 93, Features Intersected: Buffalo Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous