Bridge Statistics for Comfort, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 102ft / 31.1mTotal length
- $1,250,000Total costs
- 17,748Total average daily traffic
- 1,278Total average daily truck traffic
- 22,009Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Comfort
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 50.0%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 58.3%Good
- 16.7%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 50.0%Good
- 16.7%Satisfactory
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Structure Number: 3A018, Location: 0.03 MI E OF CR 3/3 (Lat: 38.129681, Lng: -81.615939), Route carried "on" structure: State highway 3, Year Built: 1949, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,822 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,701 (year 2038), Features Intersected: JOES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3A018, Location: 0.03 MI E OF CR 3/3 (Lat: 38.129681, Lng: -81.615939), Route carried "on" structure: State highway 3, Year Built: 1949, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,822 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,701 (year 2038), Features Intersected: JOES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $100,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3A024, Location: 0.66 MI E OF CR 3/17 (Lat: 38.125069, Lng: -81.601411), Route carried "on" structure: County highway 33, Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,159 (year 2039), Design Load: HS 20, Features Intersected: JOES CREEK, Facility Carried by Structure: COUNTY ROUTE 3/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000 ( 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: 3A024, Location: 0.66 MI E OF CR 3/17 (Lat: 38.125069, Lng: -81.601411), Route carried "on" structure: County highway 33, Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,159 (year 2039), Design Load: HS 20, Features Intersected: JOES CREEK, Facility Carried by Structure: COUNTY ROUTE 3/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000 ( 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: 3A025, Location: 2.92 MI E OF CR 3/5 (Lat: 38.094850, Lng: -81.561689), Route carried "on" structure: County highway 33, Year Built: 1987, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 369 (year 2041), Design Load: HS 25 or greater, Features Intersected: JOES CREEK, Facility Carried by Structure: COUNTY ROUTE 3/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.502, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
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: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3A025, Location: 2.92 MI E OF CR 3/5 (Lat: 38.094850, Lng: -81.561689), Route carried "on" structure: County highway 33, Year Built: 1987, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 369 (year 2041), Design Load: HS 25 or greater, Features Intersected: JOES CREEK, Facility Carried by Structure: COUNTY ROUTE 3/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.502, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
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: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3A039, Location: 8.03 MI NORTH OF CR 12 (Lat: 38.063400, Lng: -81.620619), Route carried "on" structure: County highway 5, Year Built: 1992, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,136 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,353 (year 2038), Design Load: HS 25 or greater, Features Intersected: HOPKINS FK OF LAUREL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.324, 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: 27.4m (89.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3A039, Location: 8.03 MI NORTH OF CR 12 (Lat: 38.063400, Lng: -81.620619), Route carried "on" structure: County highway 5, Year Built: 1992, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,136 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,353 (year 2038), Design Load: HS 25 or greater, Features Intersected: HOPKINS FK OF LAUREL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.324, 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: 27.4m (89.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3A04, Location: 0.05 MI S OF CR 12 (Lat: 38.075839, Lng: -81.638661), Route carried "on" structure: County highway 5, Year Built: 1986, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,353 (year 2038), Design Load: HS 20, Features Intersected: LAUREL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 3A04, Location: 0.05 MI S OF CR 12 (Lat: 38.075839, Lng: -81.638661), Route carried "on" structure: County highway 5, Year Built: 1986, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,353 (year 2038), Design Load: HS 20, Features Intersected: LAUREL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 3A041, Location: 1.11 MI N OF CR 12 (Lat: 38.093519, Lng: -81.639331), Route carried "on" structure: County highway 5, Year Built: 1995, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,923 (year 2038), Design Load: HS 25 or greater, Features Intersected: SANDLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3A041, Location: 1.11 MI N OF CR 12 (Lat: 38.093519, Lng: -81.639331), Route carried "on" structure: County highway 5, Year Built: 1995, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,923 (year 2038), Design Load: HS 25 or greater, Features Intersected: SANDLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3A042, Location: 0.01 MI N OF CR 5/1 (Lat: 38.105911, Lng: -81.623339), Route carried "on" structure: County highway 5, Year Built: 1975, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,620 (year 2040), Design Load: HS 20, Features Intersected: BIG COAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.421, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 10.70m (35.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: 3A042, Location: 0.01 MI N OF CR 5/1 (Lat: 38.105911, Lng: -81.623339), Route carried "on" structure: County highway 5, Year Built: 1975, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,620 (year 2040), Design Load: HS 20, Features Intersected: BIG COAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.421, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 10.70m (35.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: 3A162, Location: 0.80 MILE NORTH OF WV 3 (Lat: 38.150411, Lng: -81.623639), Route carried "on" structure: County highway 302, Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 893 (year 2038), Design Load: HS 20, Features Intersected: TONY CREEK, Facility Carried by Structure: COUNTY ROUTE 3/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3A162, Location: 0.80 MILE NORTH OF WV 3 (Lat: 38.150411, Lng: -81.623639), Route carried "on" structure: County highway 302, Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 893 (year 2038), Design Load: HS 20, Features Intersected: TONY CREEK, Facility Carried by Structure: COUNTY ROUTE 3/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 3A195, Location: 1.50 MILES N OF WV RT 3 (Lat: 38.159189, Lng: -81.619750), Route carried "on" structure: County highway 32, Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,071 (year 2039), Features Intersected: TONY CREEK, Facility Carried by Structure: ROUTE 3/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3A195, Location: 1.50 MILES N OF WV RT 3 (Lat: 38.159189, Lng: -81.619750), Route carried "on" structure: County highway 32, Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,071 (year 2039), Features Intersected: TONY CREEK, Facility Carried by Structure: ROUTE 3/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3A196, Location: 0.10 MI S OF WV 3 (Lat: 38.097861, Lng: -81.615011), Route carried "on" structure: County highway 314, Year Built: 2015, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 106 (year 2038), Design Load: HL 93, Features Intersected: BIG COAL RIVER, Facility Carried by Structure: CR 3/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3A196, Location: 0.10 MI S OF WV 3 (Lat: 38.097861, Lng: -81.615011), Route carried "on" structure: County highway 314, Year Built: 2015, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 106 (year 2038), Design Load: HL 93, Features Intersected: BIG COAL RIVER, Facility Carried by Structure: CR 3/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3A2, Location: 0.01 mi E of CR 3/3 (Lat: 38.122519, Lng: -81.599019), Route carried "on" structure: County highway 35, Year Built: 2017, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 119 (year 2040), Design Load: HL 93, Features Intersected: JOES CREEK, Facility Carried by Structure: CR 3/5 LEFT FK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: 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: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3A2, Location: 0.01 mi E of CR 3/3 (Lat: 38.122519, Lng: -81.599019), Route carried "on" structure: County highway 35, Year Built: 2017, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 119 (year 2040), Design Load: HL 93, Features Intersected: JOES CREEK, Facility Carried by Structure: CR 3/5 LEFT FK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: 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: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A822, Location: 2.94 MILE S OF CR 77/2 (Lat: 38.173539, Lng: -81.563600), Route carried "on" structure: County highway 771, Year Built: 2007, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,342 (year 2038), Design Load: HL 93, Features Intersected: FIELDS CREEK, Facility Carried by Structure: COUNTY ROUTE 77/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A822, Location: 2.94 MILE S OF CR 77/2 (Lat: 38.173539, Lng: -81.563600), Route carried "on" structure: County highway 771, Year Built: 2007, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,342 (year 2038), Design Load: HL 93, Features Intersected: FIELDS CREEK, Facility Carried by Structure: COUNTY ROUTE 77/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing