Bridge Statistics for Altavista, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 453ft / 138mTotal length
- 144,211Total average daily traffic
- 16,259Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Altavista
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 171970-1979
- 11980-1989
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 46.2%Good
- 46.2%Satisfactory
- Bridge Condition - Superstructure
- 7.7%Very good
- 46.2%Good
- 38.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 38.5%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 20.0%Good
- 80.0%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Fair
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Structure Number: 4142, Location: 0.30-Rt 43/2.83 NCL Altav (Lat: 37.110411, Lng: -79.287403), Route carried "on" structure: US 29, Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,634 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,197 (year 2040), Design Load: HS 20, Features Intersected: Lynch Creek, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.731, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
Structure Number: 4142, Location: 0.30-Rt 43/2.83 NCL Altav (Lat: 37.110411, Lng: -79.287403), Route carried "on" structure: US 29, Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,634 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,197 (year 2040), Design Load: HS 20, Features Intersected: Lynch Creek, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.731, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
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Structure Number: 4154, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131956, Lng: -79.298956), Route carried "on" structure: Bypass US 29, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway & Route 626
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.050, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4154, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131956, Lng: -79.298956), Route carried "on" structure: Bypass US 29, Year Built: 1973, Year Reconstructed: 2007, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway & Route 626
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.050, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4156, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131697, Lng: -79.298894), Route carried "on" structure: Bypass US 29, Year Built: 1973, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway & Route 626
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.034, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4156, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131697, Lng: -79.298894), Route carried "on" structure: Bypass US 29, Year Built: 1973, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS Railway & Route 626
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.034, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4158, Location: 8.89-Rt 24/.28-Rt 29 Bus (Lat: 37.140025, Lng: -79.243556), Route carried "on" structure: US 29, Year Built: 1974, Status: Open, Structure Length: 16.34m (53.61ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: Otter River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.313, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4158, Location: 8.89-Rt 24/.28-Rt 29 Bus (Lat: 37.140025, Lng: -79.243556), Route carried "on" structure: US 29, Year Built: 1974, Status: Open, Structure Length: 16.34m (53.61ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: Otter River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.313, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4166, Location: 1.05-Rt 896/3.20-Rt 682 (Lat: 37.138550, Lng: -79.338819), Route carried "on" structure: State highway 43, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 775 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 852 (year 2040), Features Intersected: Bishop Creek, Facility Carried by Structure: Bedford Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 4166, Location: 1.05-Rt 896/3.20-Rt 682 (Lat: 37.138550, Lng: -79.338819), Route carried "on" structure: State highway 43, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 775 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 852 (year 2040), Features Intersected: Bishop Creek, Facility Carried by Structure: Bedford Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 4168, Location: 0.02-Alta CL/7.67-Bed CL (Lat: 37.127683, Lng: -79.306969), Route carried "on" structure: State highway 43, Year Built: 1973, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 2,918 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,375 (year 2040), Design Load: HS 20+Mod, Features Intersected: Route 29 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 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 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4168, Location: 0.02-Alta CL/7.67-Bed CL (Lat: 37.127683, Lng: -79.306969), Route carried "on" structure: State highway 43, Year Built: 1973, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 2,918 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,375 (year 2040), Design Load: HS 20+Mod, Features Intersected: Route 29 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 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 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4317, Location: 0.50-Rt.1340/0.90-Rt.706 (Lat: 37.127106, Lng: -79.203178), Route carried "on" structure: County highway 699, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: Hills Creek, Facility Carried by Structure: Gladys Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4317, Location: 0.50-Rt.1340/0.90-Rt.706 (Lat: 37.127106, Lng: -79.203178), Route carried "on" structure: County highway 699, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: Hills Creek, Facility Carried by Structure: Gladys Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 433, Location: 0.40-Rt 712/0.00-Alta CL (Lat: 37.138231, Lng: -79.268850), Route carried "on" structure: County highway 711, Year Built: 1974, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 7,254 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,156 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rt 29 Bypass NBL & SBL, Facility Carried by Structure: Clarion Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 433, Location: 0.40-Rt 712/0.00-Alta CL (Lat: 37.138231, Lng: -79.268850), Route carried "on" structure: County highway 711, Year Built: 1974, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 7,254 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,156 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rt 29 Bypass NBL & SBL, Facility Carried by Structure: Clarion Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4337, Location: .95-Rt 712/.10-Alta. CL (Lat: 37.135550, Lng: -79.289700), Route carried "on" structure: County highway 714, Year Built: 1973, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,120 (year 2040), Design Load: HS 20+Mod, Features Intersected: Route 29 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4337, Location: .95-Rt 712/.10-Alta. CL (Lat: 37.135550, Lng: -79.289700), Route carried "on" structure: County highway 714, Year Built: 1973, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 2,836 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,120 (year 2040), Design Load: HS 20+Mod, Features Intersected: Route 29 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 13466, Location: 0.00Campbe CO0.00Pittsy C (Lat: 37.120197, Lng: -79.322664), Route carried "on" structure: Bypass US 29, Year Built: 1973, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roanoke River & NS Rail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.572, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 13466, Location: 0.00Campbe CO0.00Pittsy C (Lat: 37.120197, Lng: -79.322664), Route carried "on" structure: Bypass US 29, Year Built: 1973, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roanoke River & NS Rail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.572, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 13467, Location: 0.00-CAMP CO/0.00-PITT CO (Lat: 37.119747, Lng: -79.321997), Route carried "on" structure: Bypass US 29, Year Built: 1973, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roanoke River & NS RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.572, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 13467, Location: 0.00-CAMP CO/0.00-PITT CO (Lat: 37.119747, Lng: -79.321997), Route carried "on" structure: Bypass US 29, Year Built: 1973, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 8,649 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,109 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roanoke River & NS RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.572, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 138, Location: 0.95-Rt.665/1.95-Rt.29Bus (Lat: 37.114744, Lng: -79.327339), Route carried "on" structure: County highway 924, Year Built: 1973, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 424 (year 2020), Average Future Daily Traffic: 466 (year 2040), Features Intersected: Route 29, Facility Carried by Structure: Pocket Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.621, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 138, Location: 0.95-Rt.665/1.95-Rt.29Bus (Lat: 37.114744, Lng: -79.327339), Route carried "on" structure: County highway 924, Year Built: 1973, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 424 (year 2020), Average Future Daily Traffic: 466 (year 2040), Features Intersected: Route 29, Facility Carried by Structure: Pocket Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.621, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25306, Location: 0.05 TO 633N-1.95 TO 633S (Lat: 37.115539, Lng: -79.243508), Route carried "on" structure: County highway 640, Year Built: 1998, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 583 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 641 (year 2040), Features Intersected: Mill Creek, Facility Carried by Structure: Wards Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 25306, Location: 0.05 TO 633N-1.95 TO 633S (Lat: 37.115539, Lng: -79.243508), Route carried "on" structure: County highway 640, Year Built: 1998, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 583 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 641 (year 2040), Features Intersected: Mill Creek, Facility Carried by Structure: Wards Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 26311, Location: .00-Camp Co/.00-Pitts (Lat: 37.122861, Lng: -79.244686), Route carried "on" structure: County highway 640, Year Built: 1999, Status: Open, Structure Length: 18.68m (61.29ft), Average Daily Traffic: 625 (year 2020), Average Future Daily Traffic: 688 (year 2040), Design Load: HS 20+Mod, Features Intersected: Staunton River/NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.708, 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: 5, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26311, Location: .00-Camp Co/.00-Pitts (Lat: 37.122861, Lng: -79.244686), Route carried "on" structure: County highway 640, Year Built: 1999, Status: Open, Structure Length: 18.68m (61.29ft), Average Daily Traffic: 625 (year 2020), Average Future Daily Traffic: 688 (year 2040), Design Load: HS 20+Mod, Features Intersected: Staunton River/NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.708, 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: 5, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29192, Location: 1.64-RT 682/0.36-RT 626 (Lat: 37.184292, Lng: -79.297594), Route carried "on" structure: County highway 711, Year Built: 2019, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 280 (year 2019), Average Future Daily Traffic: 335 (year 2040), Design Load: HL 93, Features Intersected: Norfolk Southern Railway, Facility Carried by Structure: Tardy Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.6m (179.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29192, Location: 1.64-RT 682/0.36-RT 626 (Lat: 37.184292, Lng: -79.297594), Route carried "on" structure: County highway 711, Year Built: 2019, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 280 (year 2019), Average Future Daily Traffic: 335 (year 2040), Design Load: HL 93, Features Intersected: Norfolk Southern Railway, Facility Carried by Structure: Tardy Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.6m (179.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29525, Location: 0.09-Rt.714/1.10-Rt.712 (Lat: 37.129389, Lng: -79.274311), Route carried "on" structure: County highway 711, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,601 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,441 (year 2040), Design Load: HS 20+Mod, Features Intersected: Trib. Roanoke River, Facility Carried by Structure: Clarion Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 29525, Location: 0.09-Rt.714/1.10-Rt.712 (Lat: 37.129389, Lng: -79.274311), Route carried "on" structure: County highway 711, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,601 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,441 (year 2040), Design Load: HS 20+Mod, Features Intersected: Trib. Roanoke River, Facility Carried by Structure: Clarion Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30606, Location: 1.45-Rt 696 / 3.15-Rt 699 (Lat: 37.138908, Lng: -79.188822), Route carried "on" structure: Alternate County highway 701, Year Built: 2016, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 162 (year 2016), Average Future Daily Traffic: 181 (year 2040), Design Load: HL 93, Features Intersected: Hills Creek, Facility Carried by Structure: Lambs Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30606, Location: 1.45-Rt 696 / 3.15-Rt 699 (Lat: 37.138908, Lng: -79.188822), Route carried "on" structure: Alternate County highway 701, Year Built: 2016, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 162 (year 2016), Average Future Daily Traffic: 181 (year 2040), Design Load: HL 93, Features Intersected: Hills Creek, Facility Carried by Structure: Lambs Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4154, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131956, Lng: -79.298956), Route carried "under" structure: County highway 626, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,022 (year 2007), Features Intersected: NS Railway & Route 626, Facility Carried by Structure: Rt 29 Bypass SBL
Minimum Vertical Clearance: 10.49m (34.42ft), Kilometerpoint: 14.481, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft)
Structure Number: 4154, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131956, Lng: -79.298956), Route carried "under" structure: County highway 626, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,022 (year 2007), Features Intersected: NS Railway & Route 626, Facility Carried by Structure: Rt 29 Bypass SBL
Minimum Vertical Clearance: 10.49m (34.42ft), Kilometerpoint: 14.481, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft)
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Structure Number: 4156, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131697, Lng: -79.298894), Route carried "under" structure: County highway 626, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,022 (year 2007), Features Intersected: NS Railway & Route 626, Facility Carried by Structure: Rt 29 Bypass NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.481, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft)
Structure Number: 4156, Location: 2.94-Rt 29 B/0.54-Rt 43 (Lat: 37.131697, Lng: -79.298894), Route carried "under" structure: County highway 626, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,022 (year 2007), Features Intersected: NS Railway & Route 626, Facility Carried by Structure: Rt 29 Bypass NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.481, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft)
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Structure Number: 4168, Location: 0.02-Alta CL/7.67-Bed CL (Lat: 37.127683, Lng: -79.306969), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 16%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Route 43
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 78.197, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 4168, Location: 0.02-Alta CL/7.67-Bed CL (Lat: 37.127683, Lng: -79.306969), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 16%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Route 43
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 78.197, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
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Structure Number: 433, Location: 0.40-Rt 712/0.00-Alta CL (Lat: 37.138231, Lng: -79.268850), Route carried "under" structure: Bypass US 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 14%, Features Intersected: Rt 29 Bypass NBL & SBL, Facility Carried by Structure: Clarion Road
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 81.866, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 433, Location: 0.40-Rt 712/0.00-Alta CL (Lat: 37.138231, Lng: -79.268850), Route carried "under" structure: Bypass US 29, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 14%, Features Intersected: Rt 29 Bypass NBL & SBL, Facility Carried by Structure: Clarion Road
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 81.866, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 4335, Location: 1.30-Rt 711/.50-Alta.CL (Lat: 37.137861, Lng: -79.249703), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 14%, Features Intersected: Rt 29 Bypass NBL/SBL, Facility Carried by Structure: Dearing Ford Road
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 83.588, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 4335, Location: 1.30-Rt 711/.50-Alta.CL (Lat: 37.137861, Lng: -79.249703), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 14%, Features Intersected: Rt 29 Bypass NBL/SBL, Facility Carried by Structure: Dearing Ford Road
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 83.588, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 4337, Location: .95-Rt 712/.10-Alta. CL (Lat: 37.135550, Lng: -79.289700), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 14%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Route 714
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 79.967, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 4337, Location: .95-Rt 712/.10-Alta. CL (Lat: 37.135550, Lng: -79.289700), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 14%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Route 714
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 79.967, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: 138, Location: 0.95-Rt.665/1.95-Rt.29Bus (Lat: 37.114744, Lng: -79.327339), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 15%, Features Intersected: Route 29, Facility Carried by Structure: Pocket Road
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 75.880, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 138, Location: 0.95-Rt.665/1.95-Rt.29Bus (Lat: 37.114744, Lng: -79.327339), Route carried "under" structure: Bypass US 29, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 15%, Features Intersected: Route 29, Facility Carried by Structure: Pocket Road
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 75.880, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)