Bridge Statistics for Man, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 1,024ft / 312mTotal length
- $115,000Total costs
- 112,194Total average daily traffic
- 19,650Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Man
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11970-1979
- 31980-1989
- 152000-2009
- 52010-2019
- Bridge Condition - Deck
- 38.9%Good
- 44.4%Satisfactory
- 5.6%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 61.1%Good
- 27.8%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Substructure
- 27.8%Good
- 55.6%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 73.3%Good
- 26.7%Satisfactory
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Structure Number: 23A051, Location: 0.01 MI WEST OF WV 10 (Lat: 37.740181, Lng: -81.876839), Route carried "on" structure: County highway 1014, Year Built: 1986, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,890 (year 2040), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 10/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A051, Location: 0.01 MI WEST OF WV 10 (Lat: 37.740181, Lng: -81.876839), Route carried "on" structure: County highway 1014, Year Built: 1986, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,890 (year 2040), Design Load: HS 20, Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 10/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: August 2019, 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: 23A053, Location: 0.01 MI NORTH OF CR 10/4 (Lat: 37.768611, Lng: -81.926431), Route carried "on" structure: County highway 1017, Year Built: 1988, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 528 (year 2038), Design Load: HS 20, Features Intersected: RICH CREEK, Facility Carried by Structure: CR 10/17
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: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23A053, Location: 0.01 MI NORTH OF CR 10/4 (Lat: 37.768611, Lng: -81.926431), Route carried "on" structure: County highway 1017, Year Built: 1988, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 528 (year 2038), Design Load: HS 20, Features Intersected: RICH CREEK, Facility Carried by Structure: CR 10/17
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: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23A056, Location: 0.09 MI SOUTH OF CR 10/14 (Lat: 37.729250, Lng: -81.877519), Route carried "on" structure: County highway 1103, Year Built: 1988, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,640 (year 2037), Design Load: HS 25 or greater, Features Intersected: ROCKHOUSE CREEK, Facility Carried by Structure: CR 11/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23A056, Location: 0.09 MI SOUTH OF CR 10/14 (Lat: 37.729250, Lng: -81.877519), Route carried "on" structure: County highway 1103, Year Built: 1988, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,640 (year 2037), Design Load: HS 25 or greater, Features Intersected: ROCKHOUSE CREEK, Facility Carried by Structure: CR 11/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23A089, Location: 0.05 MI NORTH OF CR 80/1 (Lat: 37.730119, Lng: -81.872719), Route carried "on" structure: State highway 8000, Year Built: 1978, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 4,607 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,016 (year 2039), Design Load: HS 20, Features Intersected: HUFF CREEK, Facility Carried by Structure: WV 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $15,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A089, Location: 0.05 MI NORTH OF CR 80/1 (Lat: 37.730119, Lng: -81.872719), Route carried "on" structure: State highway 8000, Year Built: 1978, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 4,607 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,016 (year 2039), Design Load: HS 20, Features Intersected: HUFF CREEK, Facility Carried by Structure: WV 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $15,000 ( Estimate for 2018), 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: 23A09, Location: 0.01 MI NORTH OF WV 80 (Lat: 37.730331, Lng: -81.874161), Route carried "on" structure: County highway 8001, Year Built: 1958, Status: Posted for load, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 2,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,564 (year 2037), Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 80/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: August 2018, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23A09, Location: 0.01 MI NORTH OF WV 80 (Lat: 37.730331, Lng: -81.874161), Route carried "on" structure: County highway 8001, Year Built: 1958, Status: Posted for load, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 2,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,564 (year 2037), Features Intersected: GUYANDOTTE RIVER, Facility Carried by Structure: CR 80/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: August 2018, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23A303, Location: 0.01 MILES S OF C.R. 16. (Lat: 37.741300, Lng: -81.876669), Route carried "on" structure: State highway 1000, Year Built: 2001, Year Reconstructed: 2007, Status: Open, Structure Length: 25.20m (82.68ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HS 25 or greater, Features Intersected: Old WV10, Buff Ck, CSXRR, Facility Carried by Structure: WEST VIRGINIA 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 80.6m (264.4ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A303, Location: 0.01 MILES S OF C.R. 16. (Lat: 37.741300, Lng: -81.876669), Route carried "on" structure: State highway 1000, Year Built: 2001, Year Reconstructed: 2007, Status: Open, Structure Length: 25.20m (82.68ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HS 25 or greater, Features Intersected: Old WV10, Buff Ck, CSXRR, Facility Carried by Structure: WEST VIRGINIA 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 80.6m (264.4ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A339, Location: 0.01 MILES WEST OF WV 10 (Lat: 37.742619, Lng: -81.874050), Route carried "on" structure: County highway 1608, Year Built: 2009, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,365 (year 2040), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: COUNTY ROUTE 16/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A339, Location: 0.01 MILES WEST OF WV 10 (Lat: 37.742619, Lng: -81.874050), Route carried "on" structure: County highway 1608, Year Built: 2009, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,365 (year 2040), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: COUNTY ROUTE 16/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A344, Location: 0.10 M West of WV 10 con. (Lat: 37.743561, Lng: -81.886189), Route carried "on" structure: State highway 1000, Year Built: 2005, Status: Open, Structure Length: 67.86m (222.64ft), Average Daily Traffic: 3,313 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,459 (year 2030), Design Load: HS 25 or greater, Features Intersected: Guyandotte River, CSX RR, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.86m (222.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A344, Location: 0.10 M West of WV 10 con. (Lat: 37.743561, Lng: -81.886189), Route carried "on" structure: State highway 1000, Year Built: 2005, Status: Open, Structure Length: 67.86m (222.64ft), Average Daily Traffic: 3,313 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,459 (year 2030), Design Load: HS 25 or greater, Features Intersected: Guyandotte River, CSX RR, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.86m (222.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A345, Location: 0.10 m. w of WV 10 conn. (Lat: 37.743711, Lng: -81.886631), Route carried "on" structure: State highway 1000, Year Built: 2005, Status: Open, Structure Length: 67.56m (221.65ft), Average Daily Traffic: 3,313 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,459 (year 2030), Design Load: HS 25 or greater, Features Intersected: Guyandotte River, CSX RR, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.53m (221.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A345, Location: 0.10 m. w of WV 10 conn. (Lat: 37.743711, Lng: -81.886631), Route carried "on" structure: State highway 1000, Year Built: 2005, Status: Open, Structure Length: 67.56m (221.65ft), Average Daily Traffic: 3,313 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,459 (year 2030), Design Load: HS 25 or greater, Features Intersected: Guyandotte River, CSX RR, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.53m (221.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A348, Location: 1.39 MILES NORTH OF CR 16 (Lat: 37.753139, Lng: -81.896361), Route carried "on" structure: State highway 1000, Year Built: 2005, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HL 93, Features Intersected: LAND RELIEF, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.418, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A348, Location: 1.39 MILES NORTH OF CR 16 (Lat: 37.753139, Lng: -81.896361), Route carried "on" structure: State highway 1000, Year Built: 2005, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HL 93, Features Intersected: LAND RELIEF, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.418, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A349, Location: 2.85 MILES NORTH OF CR 16 (Lat: 37.763211, Lng: -81.916869), Route carried "on" structure: State highway 1000, Year Built: 2006, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HL 93, Features Intersected: LAND RELIEF, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.767, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A349, Location: 2.85 MILES NORTH OF CR 16 (Lat: 37.763211, Lng: -81.916869), Route carried "on" structure: State highway 1000, Year Built: 2006, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HL 93, Features Intersected: LAND RELIEF, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.767, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A35, Location: 2.90 NORTH OF CR 16 (Lat: 37.763900, Lng: -81.917400), Route carried "on" structure: State highway 1000, Year Built: 2006, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,615 (year 2040), Design Load: HL 93, Features Intersected: LAND RELIEF, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A35, Location: 2.90 NORTH OF CR 16 (Lat: 37.763900, Lng: -81.917400), Route carried "on" structure: State highway 1000, Year Built: 2006, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,615 (year 2040), Design Load: HL 93, Features Intersected: LAND RELIEF, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 23A351, Location: 0.10 mile N of C.R. 10/4 (Lat: 37.770869, Lng: -81.926069), Route carried "on" structure: State highway 10, Year Built: 2009, Status: Open, Structure Length: 29.46m (96.65ft), Average Daily Traffic: 3,650 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,825 (year 2039), Design Load: HL 93, Features Intersected: CR10/4, Guyandotte, CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A351, Location: 0.10 mile N of C.R. 10/4 (Lat: 37.770869, Lng: -81.926069), Route carried "on" structure: State highway 10, Year Built: 2009, Status: Open, Structure Length: 29.46m (96.65ft), Average Daily Traffic: 3,650 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,825 (year 2039), Design Load: HL 93, Features Intersected: CR10/4, Guyandotte, CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A356, Location: 0.01 Mile N CR 16/8 (Lat: 37.742711, Lng: -81.874481), Route carried "on" structure: County highway 100, Year Built: 2009, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,600 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 11,484 (year 2037), Design Load: HL 93, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 23A356, Location: 0.01 Mile N CR 16/8 (Lat: 37.742711, Lng: -81.874481), Route carried "on" structure: County highway 100, Year Built: 2009, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,600 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 11,484 (year 2037), Design Load: HL 93, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 23A361, Location: 0.01 Mile South of WV 10 (Lat: 37.778731, Lng: -81.937200), Route carried "on" structure: State highway 1000, Year Built: 2012, Status: Open, Structure Length: 21.05m (69.06ft), Average Daily Traffic: 7,177 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 12,488 (year 2039), Design Load: HS 25 or greater, Features Intersected: GUYANDOTTE RIVER AND CSX, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.213, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 86.0m (282.2ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A361, Location: 0.01 Mile South of WV 10 (Lat: 37.778731, Lng: -81.937200), Route carried "on" structure: State highway 1000, Year Built: 2012, Status: Open, Structure Length: 21.05m (69.06ft), Average Daily Traffic: 7,177 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 12,488 (year 2039), Design Load: HS 25 or greater, Features Intersected: GUYANDOTTE RIVER AND CSX, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.213, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 86.0m (282.2ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 23A363, Location: 0.10 mile North-CR 10/4 (Lat: 37.770561, Lng: -81.925031), Route carried "on" structure: State highway 1000, Year Built: 2009, Status: Open, Structure Length: 33.73m (110.66ft), Average Daily Traffic: 3,350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,829 (year 2039), Design Load: HL 93, Features Intersected: 10/4,Guyandotte, 10, CSX, Facility Carried by Structure: WV ROUTE 10 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A363, Location: 0.10 mile North-CR 10/4 (Lat: 37.770561, Lng: -81.925031), Route carried "on" structure: State highway 1000, Year Built: 2009, Status: Open, Structure Length: 33.73m (110.66ft), Average Daily Traffic: 3,350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,829 (year 2039), Design Load: HL 93, Features Intersected: 10/4,Guyandotte, 10, CSX, Facility Carried by Structure: WV ROUTE 10 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A376, Location: 0.01 mile N of CO 10/17 (Lat: 37.781169, Lng: -81.941469), Route carried "on" structure: State highway 1000, Year Built: 2017, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 5,834 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,179 (year 2039), Design Load: HL 93, Features Intersected: Guyandotte River Road, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.696, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A376, Location: 0.01 mile N of CO 10/17 (Lat: 37.781169, Lng: -81.941469), Route carried "on" structure: State highway 1000, Year Built: 2017, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 5,834 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,179 (year 2039), Design Load: HL 93, Features Intersected: Guyandotte River Road, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.696, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A379, Location: 0.01 mile S of CO 50/1 (Lat: 37.799100, Lng: -81.943000), Route carried "on" structure: State highway 1000, Year Built: 2017, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 6,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,484 (year 2039), Design Load: HL 93, Features Intersected: Davey Branch & CO 50/1, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.788, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23A379, Location: 0.01 mile S of CO 50/1 (Lat: 37.799100, Lng: -81.943000), Route carried "on" structure: State highway 1000, Year Built: 2017, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 6,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,484 (year 2039), Design Load: HL 93, Features Intersected: Davey Branch & CO 50/1, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.788, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23A303, Location: 0.01 MILES S OF C.R. 16. (Lat: 37.741300, Lng: -81.876669), Route carried "under" structure: State highway 1000, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 0007), Truck Traffic: 1%, Features Intersected: Old WV10, Buff Ck, CSXRR, Facility Carried by Structure: WEST VIRGINIA 10
Minimum Vertical Clearance: 22.78m (74.74ft), Kilometerpoint: 15.063, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 80.6m (264.4ft)
Structure Number: 23A303, Location: 0.01 MILES S OF C.R. 16. (Lat: 37.741300, Lng: -81.876669), Route carried "under" structure: State highway 1000, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 0007), Truck Traffic: 1%, Features Intersected: Old WV10, Buff Ck, CSXRR, Facility Carried by Structure: WEST VIRGINIA 10
Minimum Vertical Clearance: 22.78m (74.74ft), Kilometerpoint: 15.063, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 80.6m (264.4ft)
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Structure Number: 23A351, Location: 0.10 mile N of C.R. 10/4 (Lat: 37.770661, Lng: -81.925331), Route carried "under" structure: State highway 10, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2013), Truck Traffic: 8%, Features Intersected: CR10/4, Guyandotte, CSX
Minimum Vertical Clearance: 20.22m (66.34ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 23A351, Location: 0.10 mile N of C.R. 10/4 (Lat: 37.770661, Lng: -81.925331), Route carried "under" structure: State highway 10, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2013), Truck Traffic: 8%, Features Intersected: CR10/4, Guyandotte, CSX
Minimum Vertical Clearance: 20.22m (66.34ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 23A351, Location: 0.10 mile N of C.R. 10/4 (Lat: 37.770361, Lng: -81.923950), Route carried "under" structure: County highway 104, Year Built: 2009, Structure Length: 0. m, Features Intersected: CR10/4, Guyandotte, CSX, Facility Carried by Structure: WV ROUTE 10 NB
Minimum Vertical Clearance: 18.36m (60.24ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 23A351, Location: 0.10 mile N of C.R. 10/4 (Lat: 37.770361, Lng: -81.923950), Route carried "under" structure: County highway 104, Year Built: 2009, Structure Length: 0. m, Features Intersected: CR10/4, Guyandotte, CSX, Facility Carried by Structure: WV ROUTE 10 NB
Minimum Vertical Clearance: 18.36m (60.24ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 23A363, Location: 0.10 mile North-CR 10/4 (Lat: 37.770961, Lng: -81.923981), Route carried "under" structure: County highway 104, Year Built: 2009, Structure Length: 0. m, Features Intersected: 10/4,Guyandotte, 10, CSX, Facility Carried by Structure: WV ROUTE 10 SB
Minimum Vertical Clearance: 18.36m (60.24ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 23A363, Location: 0.10 mile North-CR 10/4 (Lat: 37.770961, Lng: -81.923981), Route carried "under" structure: County highway 104, Year Built: 2009, Structure Length: 0. m, Features Intersected: 10/4,Guyandotte, 10, CSX, Facility Carried by Structure: WV ROUTE 10 SB
Minimum Vertical Clearance: 18.36m (60.24ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 23A363, Location: 0.10 mile North-CR 10/4 (Lat: 37.770661, Lng: -81.925331), Route carried "under" structure: State highway 10, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2013), Truck Traffic: 8%, Features Intersected: 10/4,Guyandotte, 10, CSX
Minimum Vertical Clearance: 20.22m (66.34ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 23A363, Location: 0.10 mile North-CR 10/4 (Lat: 37.770661, Lng: -81.925331), Route carried "under" structure: State highway 10, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2013), Truck Traffic: 8%, Features Intersected: 10/4,Guyandotte, 10, CSX
Minimum Vertical Clearance: 20.22m (66.34ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 23A376, Location: 0.01 mile N of CO 10/17 (Lat: 37.781169, Lng: -81.941469), Route carried "under" structure: State highway 99999, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2015), Truck Traffic: 99%, Features Intersected: Guyandotte River Road, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 20.696, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 23A376, Location: 0.01 mile N of CO 10/17 (Lat: 37.781169, Lng: -81.941469), Route carried "under" structure: State highway 99999, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2015), Truck Traffic: 99%, Features Intersected: Guyandotte River Road, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 8.84m (29.00ft), Kilometerpoint: 20.696, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 23A379, Location: 0.01 mile S of CO 50/1 (Lat: 37.798981, Lng: -81.942881), Route carried "under" structure: State highway 99999, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2015), Truck Traffic: 99%, Features Intersected: Davey Branch & CO 50/1, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.788, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 23A379, Location: 0.01 mile S of CO 50/1 (Lat: 37.798981, Lng: -81.942881), Route carried "under" structure: State highway 99999, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2015), Truck Traffic: 99%, Features Intersected: Davey Branch & CO 50/1, Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.788, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 0.0m