Bridge Statistics for Charleston, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 444Number of bridges
- 7,077ft / 2,157mTotal length
- $104,834,000Total costs
- 5,199,565Total average daily traffic
- 748,147Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Charleston
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 61920-1929
- 171930-1939
- 111940-1949
- 381950-1959
- 271960-1969
- 2161970-1979
- 531980-1989
- 311990-1999
- 272000-2009
- 162010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 51970-1979
- 151980-1989
- 31990-1999
- 62000-2009
- 22010-2019
- Bridge Condition - Deck
- 4.3%Very good
- 33.2%Good
- 31.1%Satisfactory
- 26.0%Fair
- 4.7%Poor
- 0.9%Serious
- Bridge Condition - Superstructure
- 5.0%Very good
- 37.4%Good
- 23.1%Satisfactory
- 26.9%Fair
- 6.7%Poor
- 0.8%Serious
- Bridge Condition - Substructure
- 5.9%Very good
- 29.0%Good
- 28.6%Satisfactory
- 27.7%Fair
- 8.0%Poor
- 0.8%Serious
- Bridge Condition - Channel
- 2.4%Excellent
- 29.8%Very good
- 23.8%Good
- 23.8%Satisfactory
- 18.5%Fair
- 1.2%Poor
- 0.6%Serious
- Bridge Condition - Culverts
- 22.7%Good
- 45.5%Satisfactory
- 31.8%Fair
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Structure Number: 20A166, Location: 0.04 MI N OF CR 60/12 (Lat: 38.301431, Lng: -81.556750), Route carried "on" structure: County highway 606, Year Built: 1943, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 488 (year 2038), Features Intersected: GEORGES CREEK, Facility Carried by Structure: COUNTY ROUTE 60/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A166, Location: 0.04 MI N OF CR 60/12 (Lat: 38.301431, Lng: -81.556750), Route carried "on" structure: County highway 606, Year Built: 1943, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 488 (year 2038), Features Intersected: GEORGES CREEK, Facility Carried by Structure: COUNTY ROUTE 60/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A168, Location: 0.15 MI N OF US 60 (Lat: 38.299989, Lng: -81.553639), Route carried "on" structure: County highway 6012, Year Built: 1973, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,708 (year 2038), Design Load: H 20, Features Intersected: GEORGES CREEK, Facility Carried by Structure: COUNTY ROUTE 60/12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.14m (3.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $25,000, Total Project Cost: $175,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A168, Location: 0.15 MI N OF US 60 (Lat: 38.299989, Lng: -81.553639), Route carried "on" structure: County highway 6012, Year Built: 1973, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,708 (year 2038), Design Load: H 20, Features Intersected: GEORGES CREEK, Facility Carried by Structure: COUNTY ROUTE 60/12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.14m (3.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $25,000, Total Project Cost: $175,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A17, Location: 1.80 MI W OF CR 8 (Lat: 38.380639, Lng: -81.823281), Route carried "on" structure: County highway 6014, Year Built: 1988, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,882 (year 2038), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CR 60/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 16.8m (55.1ft), 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: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A17, Location: 1.80 MI W OF CR 8 (Lat: 38.380639, Lng: -81.823281), Route carried "on" structure: County highway 6014, Year Built: 1988, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,882 (year 2038), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CR 60/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 16.8m (55.1ft), 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: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 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: 20A184, Location: 0.33 MI S OF WV 94 (Lat: 38.239389, Lng: -81.557600), Route carried "on" structure: State highway 61, Year Built: 1993, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,560 (year 2040), Design Load: HS 25 or greater, Features Intersected: LENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.766, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A184, Location: 0.33 MI S OF WV 94 (Lat: 38.239389, Lng: -81.557600), Route carried "on" structure: State highway 61, Year Built: 1993, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,560 (year 2040), Design Load: HS 25 or greater, Features Intersected: LENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.766, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 20A208, Location: 0.01 MI W OF CR 72 (Lat: 38.191889, Lng: -81.500439), Route carried "on" structure: County highway 721, Year Built: 1966, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 366 (year 2038), Design Load: HS 20, Features Intersected: SLAUGHTER CREEK, Facility Carried by Structure: CR 72/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2020), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20A208, Location: 0.01 MI W OF CR 72 (Lat: 38.191889, Lng: -81.500439), Route carried "on" structure: County highway 721, Year Built: 1966, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 366 (year 2038), Design Load: HS 20, Features Intersected: SLAUGHTER CREEK, Facility Carried by Structure: CR 72/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2020), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20A209, Location: 0.13 MI E OF CR 73/1 (Lat: 38.314939, Lng: -81.534261), Route carried "on" structure: County highway 73, Year Built: 1978, Status: Posted for load, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,991 (year 2040), Design Load: HS 20, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 49.9 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $50,000, Total Project Cost: $225,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A209, Location: 0.13 MI E OF CR 73/1 (Lat: 38.314939, Lng: -81.534261), Route carried "on" structure: County highway 73, Year Built: 1978, Status: Posted for load, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,991 (year 2040), Design Load: HS 20, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 49.9 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $50,000, Total Project Cost: $225,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A211, Location: 0.54 MI E OF CR 73/8 (Lat: 38.334339, Lng: -81.461081), Route carried "on" structure: County highway 73, Year Built: 1987, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,830 (year 2038), Design Load: HS 20+Mod, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.2 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A211, Location: 0.54 MI E OF CR 73/8 (Lat: 38.334339, Lng: -81.461081), Route carried "on" structure: County highway 73, Year Built: 1987, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,830 (year 2038), Design Load: HS 20+Mod, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.2 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 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: 20A217, Location: 0.17 MI S OF 73/10 (Lat: 38.312289, Lng: -81.531850), Route carried "on" structure: County highway 7301, Year Built: 1987, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 915 (year 2038), Design Load: HS 25 or greater, Features Intersected: SPRING FK CAMPBELLS CK, Facility Carried by Structure: COUNTY ROUTE 73/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, 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: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A217, Location: 0.17 MI S OF 73/10 (Lat: 38.312289, Lng: -81.531850), Route carried "on" structure: County highway 7301, Year Built: 1987, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 915 (year 2038), Design Load: HS 25 or greater, Features Intersected: SPRING FK CAMPBELLS CK, Facility Carried by Structure: COUNTY ROUTE 73/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, 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: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A236, Location: 1.28 MI N OF CR 21/17 (Lat: 38.562089, Lng: -81.636311), Route carried "on" structure: Interstate 77, Year Built: 1959, Year Reconstructed: 1999, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 10,250 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 15,990 (year 2039), Design Load: HS 20+Mod, Features Intersected: CR 19 & ALLEN FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.776, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, 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: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A236, Location: 1.28 MI N OF CR 21/17 (Lat: 38.562089, Lng: -81.636311), Route carried "on" structure: Interstate 77, Year Built: 1959, Year Reconstructed: 1999, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 10,250 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 15,990 (year 2039), Design Load: HS 20+Mod, Features Intersected: CR 19 & ALLEN FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.776, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, 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: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 20A237, Location: 0.70 MI S OF WV 61(F) (Lat: 38.207469, Lng: -81.535361), Route carried "on" structure: County highway 771, Year Built: 1977, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,232 (year 2038), Design Load: HS 20, Features Intersected: FIELDS CREEK, Facility Carried by Structure: COUNTY ROUTE 77/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.2 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: 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 desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A237, Location: 0.70 MI S OF WV 61(F) (Lat: 38.207469, Lng: -81.535361), Route carried "on" structure: County highway 771, Year Built: 1977, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,232 (year 2038), Design Load: HS 20, Features Intersected: FIELDS CREEK, Facility Carried by Structure: COUNTY ROUTE 77/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.2 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: 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 desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A238, Location: 2.46 MI S OF CR 77/2 (Lat: 38.178850, Lng: -81.565161), Route carried "on" structure: County highway 771, Year Built: 1978, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,220 (year 2039), Design Load: HS 25 or greater, Features Intersected: FIELDS CREEK, Facility Carried by Structure: CR 077/01
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.373, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A238, Location: 2.46 MI S OF CR 77/2 (Lat: 38.178850, Lng: -81.565161), Route carried "on" structure: County highway 771, Year Built: 1978, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,220 (year 2039), Design Load: HS 25 or greater, Features Intersected: FIELDS CREEK, Facility Carried by Structure: CR 077/01
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.373, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A248, Location: 0.17 MI N OF CR 79/5 (Lat: 38.154269, Lng: -81.447781), Route carried "on" structure: County highway 793, Year Built: 1988, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,906 (year 2038), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: CR 79/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 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: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 78.0 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A248, Location: 0.17 MI N OF CR 79/5 (Lat: 38.154269, Lng: -81.447781), Route carried "on" structure: County highway 793, Year Built: 1988, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,906 (year 2038), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: CR 79/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 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: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 78.0 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: 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: January 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: 20A276, Location: 0.01 MI S OF CR 44 (Lat: 38.220681, Lng: -81.605539), Route carried "on" structure: State highway 94, Year Built: 1933, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 6,954 (year 2039), Design Load: H 15, Features Intersected: FOURMILE FORK OF LENS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A276, Location: 0.01 MI S OF CR 44 (Lat: 38.220681, Lng: -81.605539), Route carried "on" structure: State highway 94, Year Built: 1933, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 6,954 (year 2039), Design Load: H 15, Features Intersected: FOURMILE FORK OF LENS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A292, Location: 0.01 MI N OF CR 61/12 (Lat: 38.354689, Lng: -81.712581), Route carried "on" structure: State highway 601, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,334 (year 2040), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,150,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,250,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A292, Location: 0.01 MI N OF CR 61/12 (Lat: 38.354689, Lng: -81.712581), Route carried "on" structure: State highway 601, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 16,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,334 (year 2040), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,150,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,250,000 ( Estimate for 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: 20A294, Location: 0.51 MI N OF WV 501 (Lat: 38.433150, Lng: -81.741750), Route carried "on" structure: State highway 622, Year Built: 1989, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 3,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,148 (year 2039), Design Load: HS 25 or greater, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.091, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 14.6m (47.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A294, Location: 0.51 MI N OF WV 501 (Lat: 38.433150, Lng: -81.741750), Route carried "on" structure: State highway 622, Year Built: 1989, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 3,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,148 (year 2039), Design Load: HS 25 or greater, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.091, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 14.6m (47.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A304, Location: 0.10 MI W OF WV 214 (Lat: 38.307569, Lng: -81.733900), Route carried "on" structure: County highway 1314, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: POT BRANCH, Facility Carried by Structure: CR. 13/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A304, Location: 0.10 MI W OF WV 214 (Lat: 38.307569, Lng: -81.733900), Route carried "on" structure: County highway 1314, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: POT BRANCH, Facility Carried by Structure: CR. 13/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A307, Location: 0.01 MI W OF CR 16/2 (Lat: 38.330311, Lng: -81.741439), Route carried "on" structure: County highway 1605, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 61 (year 2038), Design Load: HS 20, Features Intersected: MUDSUCK BR OF DAVIS CK, Facility Carried by Structure: COUNTY ROUTE 16/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 68.0 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A307, Location: 0.01 MI W OF CR 16/2 (Lat: 38.330311, Lng: -81.741439), Route carried "on" structure: County highway 1605, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 61 (year 2038), Design Load: HS 20, Features Intersected: MUDSUCK BR OF DAVIS CK, Facility Carried by Structure: COUNTY ROUTE 16/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 68.0 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A309, Location: 0.21 MI W OF CR 20/4 (Lat: 38.309039, Lng: -81.671131), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 244 (year 2038), Design Load: HS 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.858, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, 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: 20A309, Location: 0.21 MI W OF CR 20/4 (Lat: 38.309039, Lng: -81.671131), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 244 (year 2038), Design Load: HS 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.858, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, 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: 20A31, Location: 0.14 MI E OF CR 20/4 (Lat: 38.307331, Lng: -81.669431), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Temporarily open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2040), Design Load: H 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.421, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A31, Location: 0.14 MI E OF CR 20/4 (Lat: 38.307331, Lng: -81.669431), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Temporarily open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2040), Design Load: H 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.421, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A311, Location: 0.29 MI E OF CR 20/4 (Lat: 38.307361, Lng: -81.669419), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Temporarily open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 244 (year 2038), Design Load: H 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A311, Location: 0.29 MI E OF CR 20/4 (Lat: 38.307361, Lng: -81.669419), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Temporarily open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 244 (year 2038), Design Load: H 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A312, Location: 0.44 MI E OF CR 20/4 (Lat: 38.303939, Lng: -81.667689), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Temporarily open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2040), Design Load: H 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A312, Location: 0.44 MI E OF CR 20/4 (Lat: 38.303939, Lng: -81.667689), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Temporarily open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2040), Design Load: H 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A313, Location: 0.14 MI E OF CR 20 (Lat: 38.322919, Lng: -81.677869), Route carried "on" structure: County highway 202, Year Built: 1970, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 976 (year 2038), Features Intersected: RAYS BRANCH, Facility Carried by Structure: CR 20/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, 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: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A313, Location: 0.14 MI E OF CR 20 (Lat: 38.322919, Lng: -81.677869), Route carried "on" structure: County highway 202, Year Built: 1970, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 976 (year 2038), Features Intersected: RAYS BRANCH, Facility Carried by Structure: CR 20/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, 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: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A316, Location: 0.04 MI W OF US 60 WBL (Lat: 38.374319, Lng: -81.668050), Route carried "on" structure: State highway 25, Year Built: 1943, Status: Posted for load, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 13,545 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 17,466 (year 2039), Design Load: HS 15, Features Intersected: KANAWHA TWOMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.262, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.49m (18.01ft), 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: $3,750,000, Roadway Improvement Cost: $1,700,000, Total Project Cost: $5,450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A316, Location: 0.04 MI W OF US 60 WBL (Lat: 38.374319, Lng: -81.668050), Route carried "on" structure: State highway 25, Year Built: 1943, Status: Posted for load, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 13,545 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 17,466 (year 2039), Design Load: HS 15, Features Intersected: KANAWHA TWOMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.262, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.49m (18.01ft), 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: $3,750,000, Roadway Improvement Cost: $1,700,000, Total Project Cost: $5,450,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A317, Location: 0.01 MI N CR 25/3 (Lat: 38.378011, Lng: -81.754211), Route carried "on" structure: County highway 2514, Year Built: 1966, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 208 (year 2040), Features Intersected: FINNEY BRANCH, Facility Carried by Structure: CR. 25/14
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), Skew: 3 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A317, Location: 0.01 MI N CR 25/3 (Lat: 38.378011, Lng: -81.754211), Route carried "on" structure: County highway 2514, Year Built: 1966, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 208 (year 2040), Features Intersected: FINNEY BRANCH, Facility Carried by Structure: CR. 25/14
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), Skew: 3 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A318, Location: 0.04 MI. N. OF CR 27/1 (Lat: 38.412381, Lng: -81.633119), Route carried "on" structure: County highway 274, Year Built: 1971, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 98 (year 2040), Design Load: HS 20, Features Intersected: KANAWHA TWOMILE CREEK, Facility Carried by Structure: CR 27/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $200,000, Total Project Cost: $200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20A318, Location: 0.04 MI. N. OF CR 27/1 (Lat: 38.412381, Lng: -81.633119), Route carried "on" structure: County highway 274, Year Built: 1971, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 98 (year 2040), Design Load: HS 20, Features Intersected: KANAWHA TWOMILE CREEK, Facility Carried by Structure: CR 27/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $200,000, Total Project Cost: $200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20A331, Location: 0.10 MI EAST OF CR 52 (Lat: 38.419450, Lng: -81.484881), Route carried "on" structure: County highway 522, Year Built: 1995, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,220 (year 2038), Design Load: HS 25 or greater, Features Intersected: PINCH CREEK, Facility Carried by Structure: COUNTY ROUTE 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A331, Location: 0.10 MI EAST OF CR 52 (Lat: 38.419450, Lng: -81.484881), Route carried "on" structure: County highway 522, Year Built: 1995, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,220 (year 2038), Design Load: HS 25 or greater, Features Intersected: PINCH CREEK, Facility Carried by Structure: COUNTY ROUTE 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A336, Location: 0.01 MI E OF US 119 (Lat: 38.358261, Lng: -81.639889), Route carried "on" structure: Ramp US 60, Year Built: 1972, Status: Open, Structure Length: 15.72m (51.57ft), Average Daily Traffic: 10,450 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 12,749 (year 2038), Design Load: HS 20, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.996, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 11.6m (38.1ft), Horizontal Clearance: 64.0m (210.0ft)), 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: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.72m (51.57ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $150,000, Total Project Cost: $11,400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A336, Location: 0.01 MI E OF US 119 (Lat: 38.358261, Lng: -81.639889), Route carried "on" structure: Ramp US 60, Year Built: 1972, Status: Open, Structure Length: 15.72m (51.57ft), Average Daily Traffic: 10,450 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 12,749 (year 2038), Design Load: HS 20, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.996, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 11.6m (38.1ft), Horizontal Clearance: 64.0m (210.0ft)), 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: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.72m (51.57ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $150,000, Total Project Cost: $11,400,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A341, Location: 0.40 MI E OF US 60 (Lat: 38.360431, Lng: -81.712819), Route carried "on" structure: Ramp Interstate 64, Year Built: 1972, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 36,400 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 44,408 (year 2038), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.663, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.99m (22.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A341, Location: 0.40 MI E OF US 60 (Lat: 38.360431, Lng: -81.712819), Route carried "on" structure: Ramp Interstate 64, Year Built: 1972, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 36,400 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 44,408 (year 2038), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.663, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.99m (22.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A342, Location: 0.29 MI E OF CR 60/64 (Lat: 38.365989, Lng: -81.680531), Route carried "on" structure: US 60, Year Built: 1991, Status: Open, Structure Length: 11.81m (38.75ft), Average Daily Traffic: 18,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,530 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSX RR CARBIDE ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.436, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.83m (38.81ft), 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 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A342, Location: 0.29 MI E OF CR 60/64 (Lat: 38.365989, Lng: -81.680531), Route carried "on" structure: US 60, Year Built: 1991, Status: Open, Structure Length: 11.81m (38.75ft), Average Daily Traffic: 18,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,530 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSX RR CARBIDE ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.436, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.83m (38.81ft), 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 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: 20A344, Location: 0.26 MI E OF I-77 (Lat: 38.316961, Lng: -81.561981), Route carried "on" structure: US 60, Year Built: 1975, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 9,150 (year 2038), Design Load: HS 20+Mod, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.42m (21.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A344, Location: 0.26 MI E OF I-77 (Lat: 38.316961, Lng: -81.561981), Route carried "on" structure: US 60, Year Built: 1975, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 9,150 (year 2038), Design Load: HS 20+Mod, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.42m (21.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A345, Location: 0.26 MI E OF I-77 (Lat: 38.317189, Lng: -81.561661), Route carried "on" structure: US 60, Year Built: 1978, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 9,150 (year 2038), Design Load: HS 20+Mod, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 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: 23.5m (77.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.23m (20.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A345, Location: 0.26 MI E OF I-77 (Lat: 38.317189, Lng: -81.561661), Route carried "on" structure: US 60, Year Built: 1978, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 9,150 (year 2038), Design Load: HS 20+Mod, Features Intersected: CAMPBELLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 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: 23.5m (77.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.23m (20.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A346, Location: 0.01 MI W OF CR 73 (Lat: 38.309681, Lng: -81.556800), Route carried "on" structure: US 60, Year Built: 1992, Status: Open, Structure Length: 13.13m (43.08ft), Average Daily Traffic: 11,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 13,786 (year 2038), Design Load: HS 25 or greater, Features Intersected: N&S RR & AMHERST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.291, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.13m (43.08ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A346, Location: 0.01 MI W OF CR 73 (Lat: 38.309681, Lng: -81.556800), Route carried "on" structure: US 60, Year Built: 1992, Status: Open, Structure Length: 13.13m (43.08ft), Average Daily Traffic: 11,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 13,786 (year 2038), Design Load: HS 25 or greater, Features Intersected: N&S RR & AMHERST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.291, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.13m (43.08ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A347, Location: 1.03 MI E OF CR 60/18 (Lat: 38.229289, Lng: -81.533750), Route carried "on" structure: US 60, Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 5,074 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 6,190 (year 2038), Design Load: HS 20, Features Intersected: CR 60/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.574, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A347, Location: 1.03 MI E OF CR 60/18 (Lat: 38.229289, Lng: -81.533750), Route carried "on" structure: US 60, Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 5,074 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 6,190 (year 2038), Design Load: HS 20, Features Intersected: CR 60/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.574, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A349, Location: 0.18 MI E OF CR 70 (Lat: 38.219911, Lng: -81.522950), Route carried "on" structure: US 60, Year Built: 1969, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 5,750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,015 (year 2039), Design Load: HS 20, Features Intersected: WITCHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.345, 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: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.36m (37.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A349, Location: 0.18 MI E OF CR 70 (Lat: 38.219911, Lng: -81.522950), Route carried "on" structure: US 60, Year Built: 1969, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 5,750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,015 (year 2039), Design Load: HS 20, Features Intersected: WITCHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.345, 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: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.36m (37.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A35, Location: 0.18 MI E OF CR 70 (Lat: 38.219831, Lng: -81.523069), Route carried "on" structure: US 60, Year Built: 1969, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 5,290 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 6,710 (year 2039), Design Load: HS 20, Features Intersected: WITCHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.345, Lanes on 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: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.36m (37.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A35, Location: 0.18 MI E OF CR 70 (Lat: 38.219831, Lng: -81.523069), Route carried "on" structure: US 60, Year Built: 1969, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 5,290 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 6,710 (year 2039), Design Load: HS 20, Features Intersected: WITCHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.345, Lanes on 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: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.36m (37.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A359, Location: 0.22 MI S OF US 60 (Lat: 38.361350, Lng: -81.715969), Route carried "on" structure: County highway 6060, Year Built: 1935, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 122 (year 2038), Design Load: HS 20, Features Intersected: DAVIS CREEK, Facility Carried by Structure: COUNTY ROUTE 60/60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.56m (14.96ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A359, Location: 0.22 MI S OF US 60 (Lat: 38.361350, Lng: -81.715969), Route carried "on" structure: County highway 6060, Year Built: 1935, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 122 (year 2038), Design Load: HS 20, Features Intersected: DAVIS CREEK, Facility Carried by Structure: COUNTY ROUTE 60/60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.56m (14.96ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A36, Location: 0.14 MI N OF 61 (Lat: 38.332761, Lng: -81.596731), Route carried "on" structure: County highway 6062, Year Built: 1975, Status: Open, Structure Length: 40.43m (132.64ft), Average Daily Traffic: 12,465 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 15,210 (year 2038), Design Load: HS 20, Features Intersected: US60,KANAVE,VIRAVE,KANRV, Facility Carried by Structure: CR 60/62
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 20.4m (66.9ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.43m (132.64ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: August 2019, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $75,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 20A36, Location: 0.14 MI N OF 61 (Lat: 38.332761, Lng: -81.596731), Route carried "on" structure: County highway 6062, Year Built: 1975, Status: Open, Structure Length: 40.43m (132.64ft), Average Daily Traffic: 12,465 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 15,210 (year 2038), Design Load: HS 20, Features Intersected: US60,KANAVE,VIRAVE,KANRV, Facility Carried by Structure: CR 60/62
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 20.4m (66.9ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.43m (132.64ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: August 2019, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $75,000, Total Project Cost: $500,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 20A361, Location: 0.40 MI. N. OF WV 61 (Lat: 38.333989, Lng: -81.596919), Route carried "on" structure: Ramp County highway 6062, Year Built: 1975, Status: Open, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 12,465 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 15,210 (year 2038), Design Load: HS 20, Features Intersected: CR 60/76, Facility Carried by Structure: CR 60/62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.42m (11.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $160,000, Total Project Cost: $160,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20A361, Location: 0.40 MI. N. OF WV 61 (Lat: 38.333989, Lng: -81.596919), Route carried "on" structure: Ramp County highway 6062, Year Built: 1975, Status: Open, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 12,465 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 15,210 (year 2038), Design Load: HS 20, Features Intersected: CR 60/76, Facility Carried by Structure: CR 60/62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.42m (11.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $160,000, Total Project Cost: $160,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete