Bridge Statistics for Charlotte Court House, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 128ft / 39.1mTotal length
- $5,663,000Total costs
- 9,690Total average daily traffic
- 1,036Total average daily truck traffic
- 11,025Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Charlotte Court House
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 16.7%Good
- 58.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 33.3%Good
- 41.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 37.5%Good
- 62.5%Satisfactory
Find on map >> Show street view
Structure Number: 4831, Location: 1.50 to 654 - 0.30 to 656 (Lat: 37.057661, Lng: -78.583950), Route carried "on" structure: State highway 40, Year Built: 1931, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 2,588 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,849 (year 2040), Features Intersected: Roanoke Creek, Facility Carried by Structure: G.Washington Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.266, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,599,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4831, Location: 1.50 to 654 - 0.30 to 656 (Lat: 37.057661, Lng: -78.583950), Route carried "on" structure: State highway 40, Year Built: 1931, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 2,588 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,849 (year 2040), Features Intersected: Roanoke Creek, Facility Carried by Structure: G.Washington Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.266, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,599,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4832, Location: 1.45 to 682 - 1.60 to 645 (Lat: 37.058189, Lng: -78.671964), Route carried "on" structure: State highway 40, Year Built: 1983, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,542 (year 2040), Features Intersected: Ward Fork Creek, Facility Carried by Structure: Patrick Henry Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4832, Location: 1.45 to 682 - 1.60 to 645 (Lat: 37.058189, Lng: -78.671964), Route carried "on" structure: State highway 40, Year Built: 1983, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,542 (year 2040), Features Intersected: Ward Fork Creek, Facility Carried by Structure: Patrick Henry Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 4842, Location: 0.35 Rt 661 / 0.55 Rt 660 (Lat: 37.123736, Lng: -78.656736), Route carried "on" structure: State highway 47, Year Built: 1939, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,456 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,632 (year 2040), Features Intersected: Wards Fork Creek, Facility Carried by Structure: Thomas Jefferson H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), 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: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,429,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4842, Location: 0.35 Rt 661 / 0.55 Rt 660 (Lat: 37.123736, Lng: -78.656736), Route carried "on" structure: State highway 47, Year Built: 1939, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,456 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,632 (year 2040), Features Intersected: Wards Fork Creek, Facility Carried by Structure: Thomas Jefferson H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.090, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), 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: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,429,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4849, Location: 0.01-Rt 660/0.01 Rt 738 (Lat: 37.117392, Lng: -78.649231), Route carried "on" structure: State highway 47, Year Built: 1962, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,011 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Thomas Jefferson H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,127,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,691,000 ( Estimate for 2015), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4849, Location: 0.01-Rt 660/0.01 Rt 738 (Lat: 37.117392, Lng: -78.649231), Route carried "on" structure: State highway 47, Year Built: 1962, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,011 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Thomas Jefferson H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,127,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,691,000 ( Estimate for 2015), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4923, Location: 1.70-Rt 619 / 1.40-Rt 642 (Lat: 37.006453, Lng: -78.669233), Route carried "on" structure: County highway 645, Year Built: 1985, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 281 (year 2018), Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20+Mod, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Carwile Springs Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4923, Location: 1.70-Rt 619 / 1.40-Rt 642 (Lat: 37.006453, Lng: -78.669233), Route carried "on" structure: County highway 645, Year Built: 1985, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 281 (year 2018), Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20+Mod, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Carwile Springs Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4928, Location: 1.00-Rt 650 / 0.80-Rt 657 (Lat: 37.100069, Lng: -78.690347), Route carried "on" structure: County highway 649, Year Built: 1965, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 411 (year 2015), Average Future Daily Traffic: 462 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Germantown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $944,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4928, Location: 1.00-Rt 650 / 0.80-Rt 657 (Lat: 37.100069, Lng: -78.690347), Route carried "on" structure: County highway 649, Year Built: 1965, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 411 (year 2015), Average Future Daily Traffic: 462 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Germantown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $944,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 4931, Location: 2.30 to 47 - 2.20 to 660 (Lat: 37.082542, Lng: -78.661575), Route carried "on" structure: County highway 650, Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 176 (year 2018), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Woods Fork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.125, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 4931, Location: 2.30 to 47 - 2.20 to 660 (Lat: 37.082542, Lng: -78.661575), Route carried "on" structure: County highway 650, Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 176 (year 2018), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Woods Fork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.125, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 4932, Location: 0.30-Rt 660 / 4.41-Rt 47 (Lat: 37.106394, Lng: -78.671539), Route carried "on" structure: County highway 650, Year Built: 1979, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 176 (year 2018), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway, Facility Carried by Structure: Woodfork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 81.6 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, Underclear: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4932, Location: 0.30-Rt 660 / 4.41-Rt 47 (Lat: 37.106394, Lng: -78.671539), Route carried "on" structure: County highway 650, Year Built: 1979, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 176 (year 2018), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway, Facility Carried by Structure: Woodfork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 81.6 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, Underclear: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4941, Location: 1.20 Rt 604 / 0.68 Rt 658 (Lat: 37.115453, Lng: -78.593919), Route carried "on" structure: County highway 655, Year Built: 1966, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 119 (year 2018), Average Future Daily Traffic: 132 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Bethlehem Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4941, Location: 1.20 Rt 604 / 0.68 Rt 658 (Lat: 37.115453, Lng: -78.593919), Route carried "on" structure: County highway 655, Year Built: 1966, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 119 (year 2018), Average Future Daily Traffic: 132 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Bethlehem Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 4943, Location: 1.20 Rt 655 / 3.21 Rt 709 (Lat: 37.115172, Lng: -78.614119), Route carried "on" structure: County highway 658, Year Built: 1973, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 206 (year 2018), Average Future Daily Traffic: 229 (year 2040), Design Load: HS 20, Features Intersected: NS Railway, Facility Carried by Structure: Welsh Tract Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.165, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4943, Location: 1.20 Rt 655 / 3.21 Rt 709 (Lat: 37.115172, Lng: -78.614119), Route carried "on" structure: County highway 658, Year Built: 1973, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 206 (year 2018), Average Future Daily Traffic: 229 (year 2040), Design Load: HS 20, Features Intersected: NS Railway, Facility Carried by Structure: Welsh Tract Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.165, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4944, Location: 0.79 to 47 / 0.76 to 650 (Lat: 37.113261, Lng: -78.662114), Route carried "on" structure: County highway 660, Year Built: 1958, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 136 (year 2015), Average Future Daily Traffic: 153 (year 2040), Design Load: HS 15, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Virginian Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4944, Location: 0.79 to 47 / 0.76 to 650 (Lat: 37.113261, Lng: -78.662114), Route carried "on" structure: County highway 660, Year Built: 1958, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 136 (year 2015), Average Future Daily Traffic: 153 (year 2040), Design Load: HS 15, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Virginian Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 27697, Location: 1.80 to 47 - 2.70 to 660 (Lat: 37.079039, Lng: -78.655297), Route carried "on" structure: County highway 650, Year Built: 2003, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 176 (year 2018), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roaches Branch, Facility Carried by Structure: Wood Fork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 27697, Location: 1.80 to 47 - 2.70 to 660 (Lat: 37.079039, Lng: -78.655297), Route carried "on" structure: County highway 650, Year Built: 2003, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 176 (year 2018), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roaches Branch, Facility Carried by Structure: Wood Fork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 29937, Location: 1.30 to 645 - 1.25 to 746 (Lat: 37.019389, Lng: -78.678667), Route carried "on" structure: County highway 619, Year Built: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 63 (year 2018), Average Future Daily Traffic: 70 (year 2040), Design Load: HL 93, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Chandler Fork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29937, Location: 1.30 to 645 - 1.25 to 746 (Lat: 37.019389, Lng: -78.678667), Route carried "on" structure: County highway 619, Year Built: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 63 (year 2018), Average Future Daily Traffic: 70 (year 2040), Design Load: HL 93, Features Intersected: Wards Fork Creek, Facility Carried by Structure: Chandler Fork Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous