Bridge Statistics for Lovingston, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 33ft / 9.8mTotal length
- $1,285,000Total costs
- 28,637Total average daily traffic
- 2,848Total average daily truck traffic
- 40,057Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lovingston
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 41960-1969
- 31970-1979
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 66.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 33.3%Good
- 66.7%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
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Structure Number: 12397, Location: 3.12-Rt.56/ 0.04-Rt.651 (Lat: 37.740331, Lng: -78.889969), Route carried "on" structure: US 29, Year Built: 1928, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,834 (year 2040), Features Intersected: Dillard Creek, Facility Carried by Structure: SBL T. Nelson Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.403, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $46,000, Total Project Cost: $695,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12397, Location: 3.12-Rt.56/ 0.04-Rt.651 (Lat: 37.740331, Lng: -78.889969), Route carried "on" structure: US 29, Year Built: 1928, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,834 (year 2040), Features Intersected: Dillard Creek, Facility Carried by Structure: SBL T. Nelson Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.403, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $46,000, Total Project Cost: $695,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12406, Location: 2.92-Rt.29Bus/0.00-Rt.775 (Lat: 37.804619, Lng: -78.862331), Route carried "on" structure: US 29, Year Built: 1932, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,888 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,643 (year 2040), Features Intersected: Muddy Creek, Facility Carried by Structure: Thomas Nelson Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.287, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $590,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12406, Location: 2.92-Rt.29Bus/0.00-Rt.775 (Lat: 37.804619, Lng: -78.862331), Route carried "on" structure: US 29, Year Built: 1932, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,888 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,643 (year 2040), Features Intersected: Muddy Creek, Facility Carried by Structure: Thomas Nelson Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.287, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $590,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12408, Location: 2.91-Rt.29Bus/0.00-Rt.775 (Lat: 37.804769, Lng: -78.862033), Route carried "on" structure: US 29, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,888 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,643 (year 2040), Design Load: HS 20, Features Intersected: Muddy Creek, Facility Carried by Structure: NBL T. Nelson Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.303, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 12408, Location: 2.91-Rt.29Bus/0.00-Rt.775 (Lat: 37.804769, Lng: -78.862033), Route carried "on" structure: US 29, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,888 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,643 (year 2040), Design Load: HS 20, Features Intersected: Muddy Creek, Facility Carried by Structure: NBL T. Nelson Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.303, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 1241, Location: 3.12-Rt.56S / 0.04-Rt.651 (Lat: 37.740217, Lng: -78.889817), Route carried "on" structure: US 29, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,834 (year 2040), Features Intersected: Dillard Creek, Facility Carried by Structure: NBL T. Nelson Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.403, Lanes on structure: 2, Base Highway Network: Yes, 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: 2.7m (8.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 1241, Location: 3.12-Rt.56S / 0.04-Rt.651 (Lat: 37.740217, Lng: -78.889817), Route carried "on" structure: US 29, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,834 (year 2040), Features Intersected: Dillard Creek, Facility Carried by Structure: NBL T. Nelson Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.403, Lanes on structure: 2, Base Highway Network: Yes, 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: 2.7m (8.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 12489, Location: 0.10-Rt.29 /0.33-Rt.624 (Lat: 37.812544, Lng: -78.851950), Route carried "on" structure: County highway 623, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 375 (year 2017), Average Future Daily Traffic: 495 (year 2040), Features Intersected: Muddy Creek, Facility Carried by Structure: Myndus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: December 2020
Structure Number: 12489, Location: 0.10-Rt.29 /0.33-Rt.624 (Lat: 37.812544, Lng: -78.851950), Route carried "on" structure: County highway 623, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 375 (year 2017), Average Future Daily Traffic: 495 (year 2040), Features Intersected: Muddy Creek, Facility Carried by Structure: Myndus Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: December 2020
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Structure Number: 1249, Location: 0.01-Rt. 623 / 1.99-End (Lat: 37.813892, Lng: -78.881725), Route carried "on" structure: County highway 625, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 106 (year 2020), Average Future Daily Traffic: 148 (year 2040), Features Intersected: Davis Creek, Facility Carried by Structure: Perry Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2020
Structure Number: 1249, Location: 0.01-Rt. 623 / 1.99-End (Lat: 37.813892, Lng: -78.881725), Route carried "on" structure: County highway 625, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 106 (year 2020), Average Future Daily Traffic: 148 (year 2040), Features Intersected: Davis Creek, Facility Carried by Structure: Perry Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2020
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Structure Number: 12525, Location: 0.80-Dead End/2.28-Rt.640 (Lat: 37.763167, Lng: -78.826067), Route carried "on" structure: County highway 641, Year Built: 1970, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 87 (year 2017), Average Future Daily Traffic: 119 (year 2040), Features Intersected: Dutch Creek, Facility Carried by Structure: Dutch Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: Febuary 2022
Structure Number: 12525, Location: 0.80-Dead End/2.28-Rt.640 (Lat: 37.763167, Lng: -78.826067), Route carried "on" structure: County highway 641, Year Built: 1970, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 87 (year 2017), Average Future Daily Traffic: 119 (year 2040), Features Intersected: Dutch Creek, Facility Carried by Structure: Dutch Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: Febuary 2022
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Structure Number: 12536, Location: 0.10-Rt.653/1.05-End (Lat: 37.746272, Lng: -78.927961), Route carried "on" structure: County highway 652, Year Built: 1994, Year Reconstructed: 2010, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 51 (year 2020), Average Future Daily Traffic: 71 (year 2040), Features Intersected: Ruckers Run, Facility Carried by Structure: Wills Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2020
Structure Number: 12536, Location: 0.10-Rt.653/1.05-End (Lat: 37.746272, Lng: -78.927961), Route carried "on" structure: County highway 652, Year Built: 1994, Year Reconstructed: 2010, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 51 (year 2020), Average Future Daily Traffic: 71 (year 2040), Features Intersected: Ruckers Run, Facility Carried by Structure: Wills Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.685, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2020
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Structure Number: 1261, Location: 0.88-DeadEnd /0.02-Rt.623 (Lat: 37.821628, Lng: -78.869408), Route carried "on" structure: County highway 756, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 99 (year 2020), Average Future Daily Traffic: 139 (year 2040), Features Intersected: Davis Creek, Facility Carried by Structure: Wright Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: November 2020
Structure Number: 1261, Location: 0.88-DeadEnd /0.02-Rt.623 (Lat: 37.821628, Lng: -78.869408), Route carried "on" structure: County highway 756, Year Built: 1970, Year Reconstructed: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 99 (year 2020), Average Future Daily Traffic: 139 (year 2040), Features Intersected: Davis Creek, Facility Carried by Structure: Wright Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: November 2020
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Structure Number: 12612, Location: 0.93-Rt 613 / 0.97-Rt 623 (Lat: 37.831422, Lng: -78.844786), Route carried "on" structure: County highway 776, Year Built: 1969, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 48 (year 2020), Average Future Daily Traffic: 65 (year 2040), Features Intersected: Davis Creek, Facility Carried by Structure: Grapelawn Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), 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: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12612, Location: 0.93-Rt 613 / 0.97-Rt 623 (Lat: 37.831422, Lng: -78.844786), Route carried "on" structure: County highway 776, Year Built: 1969, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 48 (year 2020), Average Future Daily Traffic: 65 (year 2040), Features Intersected: Davis Creek, Facility Carried by Structure: Grapelawn Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), 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: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30484, Location: 0.13-Rt.29/0.13-Dead End (Lat: 37.796583, Lng: -78.863556), Route carried "on" structure: County highway 838, Year Built: 2014, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 47 (year 2020), Average Future Daily Traffic: 66 (year 2040), Features Intersected: Muddy Creek, Facility Carried by Structure: Fortune Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 30484, Location: 0.13-Rt.29/0.13-Dead End (Lat: 37.796583, Lng: -78.863556), Route carried "on" structure: County highway 838, Year Built: 2014, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 47 (year 2020), Average Future Daily Traffic: 66 (year 2040), Features Intersected: Muddy Creek, Facility Carried by Structure: Fortune Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020