Bridge Statistics for Welch, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 220ft / 67.2mTotal length
- $17,350,000Total costs
- 43,640Total average daily traffic
- 5,017Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Welch
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 11920-1929
- 21930-1939
- 61940-1949
- 31950-1959
- 31970-1979
- 71980-1989
- 61990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 14.3%Good
- 21.4%Satisfactory
- 35.7%Fair
- 25.0%Poor
- 3.6%Serious
- Bridge Condition - Superstructure
- 10.3%Good
- 17.2%Satisfactory
- 44.8%Fair
- 17.2%Poor
- 10.3%Serious
- Bridge Condition - Substructure
- 10.3%Good
- 24.1%Satisfactory
- 48.3%Fair
- 13.8%Poor
- 3.4%Serious
- Bridge Condition - Channel
- 23.3%Very good
- 36.7%Good
- 13.3%Satisfactory
- 16.7%Fair
- 10.0%Poor
- Bridge Condition - Culverts
- 50.0%Fair
- 50.0%Poor
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Structure Number: 24A016, Location: 0.10 MI E OF CR 2/1 (Lat: 37.386581, Lng: -81.651411), Route carried "on" structure: County highway 200, Year Built: 1980, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 550 (year 2039), Design Load: HS 20, Features Intersected: CLEAR FORK, Facility Carried by Structure: CR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $75,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A016, Location: 0.10 MI E OF CR 2/1 (Lat: 37.386581, Lng: -81.651411), Route carried "on" structure: County highway 200, Year Built: 1980, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 550 (year 2039), Design Load: HS 20, Features Intersected: CLEAR FORK, Facility Carried by Structure: CR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $75,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A129, Location: 0.03 MI W OF WV 103 (Lat: 37.417100, Lng: -81.590011), Route carried "on" structure: US 5200, Year Built: 1957, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 5,400 (year 2038), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: US ROUTE 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.251, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A129, Location: 0.03 MI W OF WV 103 (Lat: 37.417100, Lng: -81.590011), Route carried "on" structure: US 5200, Year Built: 1957, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 5,400 (year 2038), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: US ROUTE 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.251, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A13, Location: 0.02 MI. E. OF CR. 52/17 (Lat: 37.416019, Lng: -81.541289), Route carried "on" structure: US 5200, Year Built: 1945, Status: Posted for load, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,410 (year 2039), Design Load: HS 15, Features Intersected: Elkhorn Creek, Facility Carried by Structure: US. 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.493, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $4,500,000, Roadway Improvement Cost: $500,000, Total Project Cost: $5,000,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A13, Location: 0.02 MI. E. OF CR. 52/17 (Lat: 37.416019, Lng: -81.541289), Route carried "on" structure: US 5200, Year Built: 1945, Status: Posted for load, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,410 (year 2039), Design Load: HS 15, Features Intersected: Elkhorn Creek, Facility Carried by Structure: US. 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.493, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $4,500,000, Roadway Improvement Cost: $500,000, Total Project Cost: $5,000,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A139, Location: 0.04 MI. E.OF WV 16 (Lat: 37.432061, Lng: -81.583169), Route carried "on" structure: Alternate US 5200, Year Built: 1979, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,700 (year 2038), Design Load: HS 20, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: US 52 Alternate
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.7 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A139, Location: 0.04 MI. E.OF WV 16 (Lat: 37.432061, Lng: -81.583169), Route carried "on" structure: Alternate US 5200, Year Built: 1979, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,700 (year 2038), Design Load: HS 20, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: US 52 Alternate
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.7 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 24A157, Location: 0.01 MI S OF US 52 (Lat: 37.429761, Lng: -81.552039), Route carried "on" structure: County highway 5217, Year Built: 1992, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 25 or greater, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: CR 52/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $700,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A157, Location: 0.01 MI S OF US 52 (Lat: 37.429761, Lng: -81.552039), Route carried "on" structure: County highway 5217, Year Built: 1992, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 25 or greater, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: CR 52/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $700,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A184, Location: 0.03 MI N OF CO 103/10 (Lat: 37.406911, Lng: -81.576050), Route carried "on" structure: County highway 10201, Year Built: 1993, Status: Open, Structure Length: 2.57m (8.43ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 158 (year 2039), Design Load: HS 25 or greater, Features Intersected: TUG FORK, Facility Carried by Structure: CR 102/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A184, Location: 0.03 MI N OF CO 103/10 (Lat: 37.406911, Lng: -81.576050), Route carried "on" structure: County highway 10201, Year Built: 1993, Status: Open, Structure Length: 2.57m (8.43ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 158 (year 2039), Design Load: HS 25 or greater, Features Intersected: TUG FORK, Facility Carried by Structure: CR 102/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A204, Location: 0.01MI W OF US 52 SPUR (Lat: 37.430569, Lng: -81.585531), Route carried "on" structure: Alternate US 5200, Year Built: 1989, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,700 (year 2038), Design Load: HS 25 or greater, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: US RT 52 ALT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,250,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A204, Location: 0.01MI W OF US 52 SPUR (Lat: 37.430569, Lng: -81.585531), Route carried "on" structure: Alternate US 5200, Year Built: 1989, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,700 (year 2038), Design Load: HS 25 or greater, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: US RT 52 ALT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,250,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A225, Location: 0.01 MI. W. OF WV 103 (Lat: 37.411719, Lng: -81.578331), Route carried "on" structure: County highway 10203, Year Built: 1979, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 20 (year 2038), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: CR. 102/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A225, Location: 0.01 MI. W. OF WV 103 (Lat: 37.411719, Lng: -81.578331), Route carried "on" structure: County highway 10203, Year Built: 1979, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 20 (year 2038), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: CR. 102/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 24A23, Location: 0.23 MI. NORTH OF CR. 7 (Lat: 37.441350, Lng: -81.599569), Route carried "on" structure: County highway 708, Year Built: 1983, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2038), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: COUNTY ROUTE 7/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A23, Location: 0.23 MI. NORTH OF CR. 7 (Lat: 37.441350, Lng: -81.599569), Route carried "on" structure: County highway 708, Year Built: 1983, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2038), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: COUNTY ROUTE 7/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 24A244, Location: 0.10 MI E OF CR 102/28 (Lat: 37.441419, Lng: -81.593661), Route carried "on" structure: County highway 700, Year Built: 1995, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 950 (year 2038), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.273, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,750,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A244, Location: 0.10 MI E OF CR 102/28 (Lat: 37.441419, Lng: -81.593661), Route carried "on" structure: County highway 700, Year Built: 1995, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 950 (year 2038), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: CR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.273, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,750,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A257, Location: 0.10 MI N OF CR 2 (Lat: 37.378389, Lng: -81.642981), Route carried "on" structure: State highway 1600, Year Built: 1936, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2038), Features Intersected: WV 16, Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Total Project Cost: $600,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A257, Location: 0.10 MI N OF CR 2 (Lat: 37.378389, Lng: -81.642981), Route carried "on" structure: State highway 1600, Year Built: 1936, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2038), Features Intersected: WV 16, Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Total Project Cost: $600,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A275, Location: 0.01 MI South OF WV 16 (Lat: 37.439789, Lng: -81.575550), Route carried "on" structure: County highway 1639, Year Built: 1930, Year Reconstructed: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2038), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A275, Location: 0.01 MI South OF WV 16 (Lat: 37.439789, Lng: -81.575550), Route carried "on" structure: County highway 1639, Year Built: 1930, Year Reconstructed: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2038), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A276, Location: 0.01 MI WEST OF WV 16 (Lat: 37.432219, Lng: -81.586111), Route carried "on" structure: County highway 1648, Year Built: 1946, Status: Posted for load, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2038), Features Intersected: Tug Fork & Tug Street, Facility Carried by Structure: COUNTY ROUTE 16/48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $3,100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A276, Location: 0.01 MI WEST OF WV 16 (Lat: 37.432219, Lng: -81.586111), Route carried "on" structure: County highway 1648, Year Built: 1946, Status: Posted for load, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2038), Features Intersected: Tug Fork & Tug Street, Facility Carried by Structure: COUNTY ROUTE 16/48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $3,100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A28, Location: 0.01 MI SOUTH OF CO 7 (Lat: 37.438311, Lng: -81.589200), Route carried "on" structure: State highway 1600, Year Built: 1999, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BROWNS CREEK, Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.540, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A28, Location: 0.01 MI SOUTH OF CO 7 (Lat: 37.438311, Lng: -81.589200), Route carried "on" structure: State highway 1600, Year Built: 1999, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,300 (year 2038), Design Load: HS 25 or greater, Features Intersected: BROWNS CREEK, Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.540, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A286, Location: 0.01 MI WEST OF WV 16 (Lat: 37.434450, Lng: -81.585931), Route carried "on" structure: County highway 1647, Year Built: 1980, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 53 (year 2039), Features Intersected: TUG FORK & CO 16/44, Facility Carried by Structure: CO 16/47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Good, Operating Rating: 40.8 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $150,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A286, Location: 0.01 MI WEST OF WV 16 (Lat: 37.434450, Lng: -81.585931), Route carried "on" structure: County highway 1647, Year Built: 1980, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 53 (year 2039), Features Intersected: TUG FORK & CO 16/44, Facility Carried by Structure: CO 16/47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Good, Operating Rating: 40.8 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $150,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A287, Location: 0.01 MI EAST OF WV 10 (Lat: 37.443789, Lng: -81.567581), Route carried "on" structure: County highway 1657, Year Built: 1950, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 53 (year 2039), Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24A287, Location: 0.01 MI EAST OF WV 10 (Lat: 37.443789, Lng: -81.567581), Route carried "on" structure: County highway 1657, Year Built: 1950, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 53 (year 2039), Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A289, Location: 0.01 MILE N OF US 52 ALT (Lat: 37.435781, Lng: -81.580550), Route carried "on" structure: County highway 1652, Year Built: 1928, Year Reconstructed: 2008, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 18.9m (62.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A289, Location: 0.01 MILE N OF US 52 ALT (Lat: 37.435781, Lng: -81.580550), Route carried "on" structure: County highway 1652, Year Built: 1928, Year Reconstructed: 2008, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 18.9m (62.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A328, Location: 0.01 MI EAST OF WV 16 (Lat: 37.447661, Lng: -81.560381), Route carried "on" structure: County highway 1659, Year Built: 2010, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2038), Design Load: HL 93, Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24A328, Location: 0.01 MI EAST OF WV 16 (Lat: 37.447661, Lng: -81.560381), Route carried "on" structure: County highway 1659, Year Built: 2010, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2038), Design Load: HL 93, Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A344, Location: 0.02 MI SOUTH OF CO 2 (Lat: 37.383200, Lng: -81.649839), Route carried "on" structure: Other road 90144, Year Built: 1950, Year Reconstructed: 2000, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10 (year 2038), Features Intersected: CLEAR FORK, Facility Carried by Structure: HARP 901/44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $25,000, Total Project Cost: $225,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 24A344, Location: 0.02 MI SOUTH OF CO 2 (Lat: 37.383200, Lng: -81.649839), Route carried "on" structure: Other road 90144, Year Built: 1950, Year Reconstructed: 2000, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10 (year 2038), Features Intersected: CLEAR FORK, Facility Carried by Structure: HARP 901/44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $25,000, Total Project Cost: $225,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 24A349, Location: 0.01 Mi. South of Co.02 (Lat: 37.388781, Lng: -81.660519), Route carried "on" structure: Other road 90249, Year Built: 1992, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2039), Features Intersected: Clear Fork, Facility Carried by Structure: Harp Route 902/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.3 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 24A349, Location: 0.01 Mi. South of Co.02 (Lat: 37.388781, Lng: -81.660519), Route carried "on" structure: Other road 90249, Year Built: 1992, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 30 (year 2039), Features Intersected: Clear Fork, Facility Carried by Structure: Harp Route 902/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.3 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 24A35, Location: 0.12 MI SOUTH OF CO 2 (Lat: 37.388450, Lng: -81.661289), Route carried "on" structure: Other road 90249, Year Built: 2003, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 32 (year 2039), Features Intersected: CLEAR FORK, Facility Carried by Structure: HARP ROUTE 902/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.95m (3.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 24A35, Location: 0.12 MI SOUTH OF CO 2 (Lat: 37.388450, Lng: -81.661289), Route carried "on" structure: Other road 90249, Year Built: 2003, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 32 (year 2039), Features Intersected: CLEAR FORK, Facility Carried by Structure: HARP ROUTE 902/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.95m (3.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 24A369, Location: 0.11 Mi. North Of US. 52A (Lat: 37.429331, Lng: -81.585911), Route carried "on" structure: County highway 1649, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: Tug Fork, Facility Carried by Structure: County Route 16/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 24A369, Location: 0.11 Mi. North Of US. 52A (Lat: 37.429331, Lng: -81.585911), Route carried "on" structure: County highway 1649, Year Built: 2015, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 25 or greater, Features Intersected: Tug Fork, Facility Carried by Structure: County Route 16/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 24A376, Location: 0.01 MI. N. OF US 52 Alt. (Lat: 37.431750, Lng: -81.572631), Route carried "on" structure: County highway 5283, Year Built: 2019, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2038), Design Load: HL 93, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: CO 52/83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24A376, Location: 0.01 MI. N. OF US 52 Alt. (Lat: 37.431750, Lng: -81.572631), Route carried "on" structure: County highway 5283, Year Built: 2019, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2038), Design Load: HL 93, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: CO 52/83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55A06, Location: 0.66 MI S OF CR 16/17 (Lat: 37.515689, Lng: -81.580639), Route carried "on" structure: State highway 1600, Year Built: 1946, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,980 (year 2039), Design Load: HS 15, Features Intersected: NANCY FORK, Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 55A06, Location: 0.66 MI S OF CR 16/17 (Lat: 37.515689, Lng: -81.580639), Route carried "on" structure: State highway 1600, Year Built: 1946, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,980 (year 2039), Design Load: HS 15, Features Intersected: NANCY FORK, Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 55A061, Location: 0.06 MI S OF CR 12/4 (Lat: 37.537219, Lng: -81.593150), Route carried "on" structure: State highway 1600, Year Built: 1946, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,980 (year 2039), Design Load: HS 15, Features Intersected: WOLFPEN BRANCH, Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000 ( Estimate for 2022)
Structure Number: 55A061, Location: 0.06 MI S OF CR 12/4 (Lat: 37.537219, Lng: -81.593150), Route carried "on" structure: State highway 1600, Year Built: 1946, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,980 (year 2039), Design Load: HS 15, Features Intersected: WOLFPEN BRANCH, Facility Carried by Structure: WV RT 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000 ( Estimate for 2022)
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Structure Number: 55A117, Location: 0.06 MI. N. OF WV. 16 (Lat: 37.505711, Lng: -81.541689), Route carried "on" structure: County highway 1614, Year Built: 1978, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22 (year 2038), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR. 16/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $50,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55A117, Location: 0.06 MI. N. OF WV. 16 (Lat: 37.505711, Lng: -81.541689), Route carried "on" structure: County highway 1614, Year Built: 1978, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22 (year 2038), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR. 16/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $50,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55A118, Location: 0.01 MI W OF WV 16 (Lat: 37.520589, Lng: -81.588369), Route carried "on" structure: County highway 1617, Year Built: 1988, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22 (year 2038), Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 16/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: December 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55A118, Location: 0.01 MI W OF WV 16 (Lat: 37.520589, Lng: -81.588369), Route carried "on" structure: County highway 1617, Year Built: 1988, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 22 (year 2038), Features Intersected: INDIAN CREEK, Facility Carried by Structure: CR 16/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: December 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55A127, Location: 0.03 MI SOUTH OF WV 16 (Lat: 37.527669, Lng: -81.594689), Route carried "on" structure: County highway 1615, Year Built: 1984, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 21 (year 2039), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY ROUTE 16/15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55A127, Location: 0.03 MI SOUTH OF WV 16 (Lat: 37.527669, Lng: -81.594689), Route carried "on" structure: County highway 1615, Year Built: 1984, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 21 (year 2039), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY ROUTE 16/15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55A129, Location: 0.27 MI. E. OF WV.16 (Lat: 37.498761, Lng: -81.533231), Route carried "on" structure: County highway 1624, Year Built: 1992, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 44 (year 2038), Design Load: HS 25 or greater, Features Intersected: BIG BRANCH, Facility Carried by Structure: CR 16/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
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: 57.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55A129, Location: 0.27 MI. E. OF WV.16 (Lat: 37.498761, Lng: -81.533231), Route carried "on" structure: County highway 1624, Year Built: 1992, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 44 (year 2038), Design Load: HS 25 or greater, Features Intersected: BIG BRANCH, Facility Carried by Structure: CR 16/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
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: 57.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55A19, Location: 0.09 MI EAST OF WV 16 (Lat: 37.499611, Lng: -81.536789), Route carried "on" structure: County highway 1624, Year Built: 2001, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 42 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIG BRANCH, Facility Carried by Structure: CO 16/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $100,000, Total Project Cost: $550,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55A19, Location: 0.09 MI EAST OF WV 16 (Lat: 37.499611, Lng: -81.536789), Route carried "on" structure: County highway 1624, Year Built: 2001, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 42 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIG BRANCH, Facility Carried by Structure: CO 16/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $100,000, Total Project Cost: $550,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55A197, Location: 0.21 MILE N OF CO 16/14 (Lat: 37.502481, Lng: -81.543489), Route carried "on" structure: State highway 1600, Year Built: 2002, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,540 (year 2039), Design Load: HS 25 or greater, Features Intersected: INDIAN CREEK, Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55A197, Location: 0.21 MILE N OF CO 16/14 (Lat: 37.502481, Lng: -81.543489), Route carried "on" structure: State highway 1600, Year Built: 2002, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,540 (year 2039), Design Load: HS 25 or greater, Features Intersected: INDIAN CREEK, Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 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: 24A11, Location: 0.27 MI S OF CR 7 (Lat: 37.435250, Lng: -81.586719), Route carried "under" structure: State highway 1600, Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 17%, Features Intersected: NS RAILROAD, Facility Carried by Structure: NS RAILROAD
Minimum Vertical Clearance: 4.01m (13.16ft), Kilometerpoint: 47.122, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 24A11, Location: 0.27 MI S OF CR 7 (Lat: 37.435250, Lng: -81.586719), Route carried "under" structure: State highway 1600, Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 17%, Features Intersected: NS RAILROAD, Facility Carried by Structure: NS RAILROAD
Minimum Vertical Clearance: 4.01m (13.16ft), Kilometerpoint: 47.122, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 24A128, Location: 0.01 MI W OF WV 103 (Lat: 37.416561, Lng: -81.591200), Route carried "under" structure: US 5200, Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 10%, Features Intersected: NS RAILWAY, Facility Carried by Structure: NS RR
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 32.139, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.9m (32.5ft)
Structure Number: 24A128, Location: 0.01 MI W OF WV 103 (Lat: 37.416561, Lng: -81.591200), Route carried "under" structure: US 5200, Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 10%, Features Intersected: NS RAILWAY, Facility Carried by Structure: NS RR
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 32.139, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.9m (32.5ft)
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Structure Number: 24A13, Location: 0.02 MI. E. OF CR. 52/17 (Lat: 37.416000, Lng: -81.541261), Route carried "under" structure: Other road , Year Built: 1945, Structure Length: 0. m, Average Daily Traffic: 50 (year 0006), Features Intersected: Elkhorn Creek, Facility Carried by Structure: US. 52
Minimum Vertical Clearance: 10.52m (34.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 17.2m (56.4ft)
Structure Number: 24A13, Location: 0.02 MI. E. OF CR. 52/17 (Lat: 37.416000, Lng: -81.541261), Route carried "under" structure: Other road , Year Built: 1945, Structure Length: 0. m, Average Daily Traffic: 50 (year 0006), Features Intersected: Elkhorn Creek, Facility Carried by Structure: US. 52
Minimum Vertical Clearance: 10.52m (34.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 17.2m (56.4ft)
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Structure Number: 24A155, Location: 0.16 MI N OF US 52 (Lat: 37.424950, Lng: -81.547481), Route carried "under" structure: County highway 5217, Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 400 (year 2019), Truck Traffic: 9%, Features Intersected: NORFOLK SOUTHERNRW, Facility Carried by Structure: NS RAILWAY
Minimum Vertical Clearance: 2.34m (7.68ft), Kilometerpoint: 0.257, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 3.6m (11.8ft)
Structure Number: 24A155, Location: 0.16 MI N OF US 52 (Lat: 37.424950, Lng: -81.547481), Route carried "under" structure: County highway 5217, Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 400 (year 2019), Truck Traffic: 9%, Features Intersected: NORFOLK SOUTHERNRW, Facility Carried by Structure: NS RAILWAY
Minimum Vertical Clearance: 2.34m (7.68ft), Kilometerpoint: 0.257, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 3.6m (11.8ft)
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Structure Number: 24A276, Location: 0.01 MI WEST OF WV 16 (Lat: 37.431289, Lng: -81.586111), Route carried "under" structure: City street , Year Built: 1946, Structure Length: 0. m, Features Intersected: Tug Fork & Tug Street, Facility Carried by Structure: COUNTY ROUTE 16/48
Minimum Vertical Clearance: 3.15m (10.33ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 1, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 24A276, Location: 0.01 MI WEST OF WV 16 (Lat: 37.431289, Lng: -81.586111), Route carried "under" structure: City street , Year Built: 1946, Structure Length: 0. m, Features Intersected: Tug Fork & Tug Street, Facility Carried by Structure: COUNTY ROUTE 16/48
Minimum Vertical Clearance: 3.15m (10.33ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 1, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 24A286, Location: 0.01 MI WEST OF WV 16 (Lat: 37.434439, Lng: -81.585900), Route carried "under" structure: County highway 1644, Year Built: 1980, Structure Length: 0. m, Features Intersected: TUG FORK & CO 16/44, Facility Carried by Structure: CO 16/47
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 18.2m (59.7ft)
Structure Number: 24A286, Location: 0.01 MI WEST OF WV 16 (Lat: 37.434439, Lng: -81.585900), Route carried "under" structure: County highway 1644, Year Built: 1980, Structure Length: 0. m, Features Intersected: TUG FORK & CO 16/44, Facility Carried by Structure: CO 16/47
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 18.2m (59.7ft)