Bridge Statistics for Schuyler, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 144ft / 44.1mTotal length
- $4,821,000Total costs
- 10,574Total average daily traffic
- 539Total average daily truck traffic
- 11,123Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Schuyler
- No street view available for this location
- New bridges - historical statistics
- 61930-1939
- 21960-1969
- 71970-1979
- 11980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 30.8%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 30.8%Good
- 61.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 25.0%Good
- 43.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 414, Location: 0.10 FR 717/0.20 TO 721 (Lat: 37.817453, Lng: -78.665042), Route carried "on" structure: State highway 6, Year Built: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 949 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,047 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREEN CREEK, Facility Carried by Structure: IRISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 414, Location: 0.10 FR 717/0.20 TO 721 (Lat: 37.817453, Lng: -78.665042), Route carried "on" structure: State highway 6, Year Built: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 949 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,047 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREEN CREEK, Facility Carried by Structure: IRISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 415, Location: .07 FR 800/.29 TO 723 (Lat: 37.811186, Lng: -78.675394), Route carried "on" structure: State highway 6, Year Built: 1932, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 949 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,047 (year 2040), Design Load: HS 20, Features Intersected: BRIAR FORK, Facility Carried by Structure: IRISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $15,000, Total Project Cost: $66,000
Structure Number: 415, Location: .07 FR 800/.29 TO 723 (Lat: 37.811186, Lng: -78.675394), Route carried "on" structure: State highway 6, Year Built: 1932, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 949 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,047 (year 2040), Design Load: HS 20, Features Intersected: BRIAR FORK, Facility Carried by Structure: IRISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $15,000, Total Project Cost: $66,000
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Structure Number: 726, Location: 0.65 FR D.E./0.35 TO 717 (Lat: 37.826292, Lng: -78.660644), Route carried "on" structure: County highway 670, Year Built: 1932, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 57 (year 2015), Average Future Daily Traffic: 64 (year 2040), Features Intersected: CROWN CREEK, Facility Carried by Structure: DAMON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.056, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $40,000, Total Project Cost: $190,000, Deck Structure Type: Wood or Timber
Structure Number: 726, Location: 0.65 FR D.E./0.35 TO 717 (Lat: 37.826292, Lng: -78.660644), Route carried "on" structure: County highway 670, Year Built: 1932, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 57 (year 2015), Average Future Daily Traffic: 64 (year 2040), Features Intersected: CROWN CREEK, Facility Carried by Structure: DAMON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.056, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $40,000, Total Project Cost: $190,000, Deck Structure Type: Wood or Timber
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Structure Number: 812, Location: AT NELSON CL/0.02 TO 602 (Lat: 37.771047, Lng: -78.682189), Route carried "on" structure: County highway 722, Year Built: 1970, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 293 (year 2018), Average Future Daily Traffic: 325 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKFISH RIVER, Facility Carried by Structure: GLADE ROAD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), 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: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to 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: Epoxy Overlay
Structure Number: 812, Location: AT NELSON CL/0.02 TO 602 (Lat: 37.771047, Lng: -78.682189), Route carried "on" structure: County highway 722, Year Built: 1970, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 293 (year 2018), Average Future Daily Traffic: 325 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKFISH RIVER, Facility Carried by Structure: GLADE ROAD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), 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: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to 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: Epoxy Overlay
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Structure Number: 813, Location: 0.09 FR 6 / 1.76 TO 722 (Lat: 37.810861, Lng: -78.670147), Route carried "on" structure: County highway 723, Year Built: 1932, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 64 (year 2018), Average Future Daily Traffic: 78 (year 2040), Design Load: HS 20, Features Intersected: GREEN CREEK, Facility Carried by Structure: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $126,000
Structure Number: 813, Location: 0.09 FR 6 / 1.76 TO 722 (Lat: 37.810861, Lng: -78.670147), Route carried "on" structure: County highway 723, Year Built: 1932, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 64 (year 2018), Average Future Daily Traffic: 78 (year 2040), Design Load: HS 20, Features Intersected: GREEN CREEK, Facility Carried by Structure: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $126,000
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Structure Number: 12373, Location: 1.96-Rt. 29/1.47-Albemarl (Lat: 37.828428, Lng: -78.734875), Route carried "on" structure: State highway 6, Year Built: 1933, Year Reconstructed: 2011, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 2,187 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,198 (year 2040), Design Load: H 15, Features Intersected: Cove Creek, Facility Carried by Structure: Irish Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,665,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12373, Location: 1.96-Rt. 29/1.47-Albemarl (Lat: 37.828428, Lng: -78.734875), Route carried "on" structure: State highway 6, Year Built: 1933, Year Reconstructed: 2011, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 2,187 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,198 (year 2040), Design Load: H 15, Features Intersected: Cove Creek, Facility Carried by Structure: Irish Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,665,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 12374, Location: 1.75-Rt.29 / 0.00-Rt.620 (Lat: 37.829825, Lng: -78.738056), Route carried "on" structure: State highway 6, Year Built: 1939, Year Reconstructed: 2008, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,187 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,198 (year 2040), Features Intersected: NS Railroad, Facility Carried by Structure: Irish Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.7 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12374, Location: 1.75-Rt.29 / 0.00-Rt.620 (Lat: 37.829825, Lng: -78.738056), Route carried "on" structure: State highway 6, Year Built: 1939, Year Reconstructed: 2008, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,187 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,198 (year 2040), Features Intersected: NS Railroad, Facility Carried by Structure: Irish Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.7 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 12375, Location: 0.59 - Rt 29 / 2.84 - ACL (Lat: 37.842328, Lng: -78.750675), Route carried "on" structure: State highway 6, Year Built: 1933, Year Reconstructed: 2008, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,187 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,198 (year 2040), Features Intersected: Hickory Creek, Facility Carried by Structure: Irish Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.569, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,665,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12375, Location: 0.59 - Rt 29 / 2.84 - ACL (Lat: 37.842328, Lng: -78.750675), Route carried "on" structure: State highway 6, Year Built: 1933, Year Reconstructed: 2008, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,187 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,198 (year 2040), Features Intersected: Hickory Creek, Facility Carried by Structure: Irish Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.569, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,665,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 12506, Location: 0.05-Rt.6 / 0.10-Rt.601 (Lat: 37.828278, Lng: -78.736503), Route carried "on" structure: County highway 632, Year Built: 1971, Year Reconstructed: 2006, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 119 (year 2020), Average Future Daily Traffic: 131 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Shiloh Loop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: December 2020, Deck Structure Type: Wood or Timber
Structure Number: 12506, Location: 0.05-Rt.6 / 0.10-Rt.601 (Lat: 37.828278, Lng: -78.736503), Route carried "on" structure: County highway 632, Year Built: 1971, Year Reconstructed: 2006, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 119 (year 2020), Average Future Daily Traffic: 131 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Shiloh Loop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: December 2020, Deck Structure Type: Wood or Timber
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Structure Number: 12507, Location: 0.96-Rt.774 / 0.04-Rt.620 (Lat: 37.830786, Lng: -78.734669), Route carried "on" structure: County highway 632, Year Built: 1966, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 305 (year 2020), Average Future Daily Traffic: 427 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Faber Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $296,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12507, Location: 0.96-Rt.774 / 0.04-Rt.620 (Lat: 37.830786, Lng: -78.734669), Route carried "on" structure: County highway 632, Year Built: 1966, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 305 (year 2020), Average Future Daily Traffic: 427 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Faber Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $296,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1252, Location: 2.87-Rt.763/0.10-Rt 617 (Lat: 37.797267, Lng: -78.748847), Route carried "on" structure: County highway 639, Year Built: 1970, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 245 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 15, Features Intersected: Rockfish River, Facility Carried by Structure: Laurel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1252, Location: 2.87-Rt.763/0.10-Rt 617 (Lat: 37.797267, Lng: -78.748847), Route carried "on" structure: County highway 639, Year Built: 1970, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 245 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 15, Features Intersected: Rockfish River, Facility Carried by Structure: Laurel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12567, Location: 0.05-Rt 774 / 0.15-End (Lat: 37.851158, Lng: -78.736606), Route carried "on" structure: County highway 670, Year Built: 1970, Year Reconstructed: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 13 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Cove Valley Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 12567, Location: 0.05-Rt 774 / 0.15-End (Lat: 37.851158, Lng: -78.736606), Route carried "on" structure: County highway 670, Year Built: 1970, Year Reconstructed: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 13 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Cove Valley Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 1259, Location: 0.38-Rt. 803/0.12-Rt. 617 (Lat: 37.787231, Lng: -78.699186), Route carried "on" structure: County highway 693, Year Built: 1971, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 346 (year 2017), Average Future Daily Traffic: 386 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rockfish River, Facility Carried by Structure: Salem Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1259, Location: 0.38-Rt. 803/0.12-Rt. 617 (Lat: 37.787231, Lng: -78.699186), Route carried "on" structure: County highway 693, Year Built: 1971, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 346 (year 2017), Average Future Daily Traffic: 386 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rockfish River, Facility Carried by Structure: Salem Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12596, Location: 0.02-Rt.617/0.58-Dead End (Lat: 37.804756, Lng: -78.761506), Route carried "on" structure: County highway 714, Year Built: 1970, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 22 (year 2040), Features Intersected: Rockfish River, Facility Carried by Structure: Drumheller Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.890, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $54,000, Total Project Cost: $813,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12596, Location: 0.02-Rt.617/0.58-Dead End (Lat: 37.804756, Lng: -78.761506), Route carried "on" structure: County highway 714, Year Built: 1970, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 22 (year 2040), Features Intersected: Rockfish River, Facility Carried by Structure: Drumheller Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.890, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $54,000, Total Project Cost: $813,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12611, Location: 0.20-Rt 670 / 0.50-Rt 632 (Lat: 37.848039, Lng: -78.735928), Route carried "on" structure: County highway 774, Year Built: 1976, Year Reconstructed: 2018, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2020), Average Future Daily Traffic: 16 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Davidson Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.248, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 12611, Location: 0.20-Rt 670 / 0.50-Rt 632 (Lat: 37.848039, Lng: -78.735928), Route carried "on" structure: County highway 774, Year Built: 1976, Year Reconstructed: 2018, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2020), Average Future Daily Traffic: 16 (year 2040), Features Intersected: Cove Creek, Facility Carried by Structure: Davidson Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.248, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 1262, Location: 0.01-Rt 740/0.41-Rt 808 (Lat: 37.792772, Lng: -78.699350), Route carried "on" structure: County highway 800, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 634 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 697 (year 2040), Design Load: HS 20, Features Intersected: Ivy Creek, Facility Carried by Structure: Schuyler Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to 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: September 2021
Structure Number: 1262, Location: 0.01-Rt 740/0.41-Rt 808 (Lat: 37.792772, Lng: -78.699350), Route carried "on" structure: County highway 800, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 634 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 697 (year 2040), Design Load: HS 20, Features Intersected: Ivy Creek, Facility Carried by Structure: Schuyler Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to 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: September 2021
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Structure Number: 2498, Location: 1.87-Rt.722 / 2.23-Rt.646 (Lat: 37.743353, Lng: -78.696967), Route carried "on" structure: County highway 645, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5 (year 2020), Average Future Daily Traffic: 6 (year 2040), Features Intersected: Beaver Creek, Facility Carried by Structure: Carter Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2498, Location: 1.87-Rt.722 / 2.23-Rt.646 (Lat: 37.743353, Lng: -78.696967), Route carried "on" structure: County highway 645, Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5 (year 2020), Average Future Daily Traffic: 6 (year 2040), Features Intersected: Beaver Creek, Facility Carried by Structure: Carter Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous