Bridge Statistics for Arrington, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 276ft / 84.2mTotal length
- $8,682,000Total costs
- 30,074Total average daily traffic
- 2,830Total average daily truck traffic
- 41,419Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Arrington
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 31930-1939
- 31960-1969
- 71970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 53.3%Good
- 13.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 33.3%Good
- 40.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 66.7%Good
- 20.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 43.8%Satisfactory
- 31.3%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 12399, Location: 0.40-Rt.653/0.90-Rt.741 (Lat: 37.720706, Lng: -78.902567), Route carried "on" structure: US 29, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,834 (year 2040), Features Intersected: Rucker Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: Satisfactory, 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: 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: July 2021
Structure Number: 12399, Location: 0.40-Rt.653/0.90-Rt.741 (Lat: 37.720706, Lng: -78.902567), Route carried "on" structure: US 29, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,834 (year 2040), Features Intersected: Rucker Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: Satisfactory, 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: 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: July 2021
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Structure Number: 12401, Location: 0.90-Rt.741/0.40-Rt.653 (Lat: 37.720889, Lng: -78.902708), Route carried "on" structure: US 29, Year Built: 1932, Year Reconstructed: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,834 (year 2040), Design Load: HL 93, Features Intersected: Rucker Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12401, Location: 0.90-Rt.741/0.40-Rt.653 (Lat: 37.720889, Lng: -78.902708), Route carried "on" structure: US 29, Year Built: 1932, Year Reconstructed: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,024 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,834 (year 2040), Design Load: HL 93, Features Intersected: Rucker Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12412, Location: 1.31-Rt.29 / 3.52-Rt.151Y (Lat: 37.715025, Lng: -78.951125), Route carried "on" structure: State highway 56, Year Built: 1931, Year Reconstructed: 1995, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,204 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,324 (year 2040), Features Intersected: Black Creek, Facility Carried by Structure: Tye Brook Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12412, Location: 1.31-Rt.29 / 3.52-Rt.151Y (Lat: 37.715025, Lng: -78.951125), Route carried "on" structure: State highway 56, Year Built: 1931, Year Reconstructed: 1995, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,204 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,324 (year 2040), Features Intersected: Black Creek, Facility Carried by Structure: Tye Brook Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 12464, Location: 0.20-Rt 626 / 3.25-Rt.607 (Lat: 37.618033, Lng: -78.823608), Route carried "on" structure: County highway 606, Year Built: 1835, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 62 (year 2040), Features Intersected: Owens Creek, Facility Carried by Structure: Buffalo Station Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 12464, Location: 0.20-Rt 626 / 3.25-Rt.607 (Lat: 37.618033, Lng: -78.823608), Route carried "on" structure: County highway 606, Year Built: 1835, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 62 (year 2040), Features Intersected: Owens Creek, Facility Carried by Structure: Buffalo Station Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 12495, Location: 0.05-Rt. 655/2.65-Rt 606 (Lat: 37.642097, Lng: -78.812514), Route carried "on" structure: County highway 626, Year Built: 1970, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 136 (year 2020), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20+Mod, Features Intersected: Tye River, Facility Carried by Structure: Norwood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.2m (76.1ft), 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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12495, Location: 0.05-Rt. 655/2.65-Rt 606 (Lat: 37.642097, Lng: -78.812514), Route carried "on" structure: County highway 626, Year Built: 1970, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 136 (year 2020), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20+Mod, Features Intersected: Tye River, Facility Carried by Structure: Norwood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.2m (76.1ft), 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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12537, Location: 2.25-Rt.650 / 0.55-Rt.655 (Lat: 37.681392, Lng: -78.861981), Route carried "on" structure: County highway 653, Year Built: 1969, Year Reconstructed: 2017, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 58 (year 2017), Average Future Daily Traffic: 60 (year 2040), Features Intersected: Bobs Creek, Facility Carried by Structure: Wilson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $35,000, Total Project Cost: $519,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12537, Location: 2.25-Rt.650 / 0.55-Rt.655 (Lat: 37.681392, Lng: -78.861981), Route carried "on" structure: County highway 653, Year Built: 1969, Year Reconstructed: 2017, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 58 (year 2017), Average Future Daily Traffic: 60 (year 2040), Features Intersected: Bobs Creek, Facility Carried by Structure: Wilson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $35,000, Total Project Cost: $519,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12538, Location: 2.30-Rt.655/0.50-Rt.650 (Lat: 37.703097, Lng: -78.870633), Route carried "on" structure: County highway 653, Year Built: 1882, Status: Posted for load, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 45 (year 2040), Design Load: H 10, Features Intersected: NS Railway, Facility Carried by Structure: Wilson Road
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 3.508, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $920,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,380,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber
Structure Number: 12538, Location: 2.30-Rt.655/0.50-Rt.650 (Lat: 37.703097, Lng: -78.870633), Route carried "on" structure: County highway 653, Year Built: 1882, Status: Posted for load, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 45 (year 2040), Design Load: H 10, Features Intersected: NS Railway, Facility Carried by Structure: Wilson Road
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 3.508, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $920,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,380,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber
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Structure Number: 1254, Location: 1.25-Rt.29 / 1.75-Rt.652 (Lat: 37.730981, Lng: -78.912806), Route carried "on" structure: County highway 653, Year Built: 1995, Year Reconstructed: 2012, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 156 (year 2020), Average Future Daily Traffic: 218 (year 2040), Features Intersected: Rucker Run, Facility Carried by Structure: Freshwater Cove Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1254, Location: 1.25-Rt.29 / 1.75-Rt.652 (Lat: 37.730981, Lng: -78.912806), Route carried "on" structure: County highway 653, Year Built: 1995, Year Reconstructed: 2012, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 156 (year 2020), Average Future Daily Traffic: 218 (year 2040), Features Intersected: Rucker Run, Facility Carried by Structure: Freshwater Cove Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 12542, Location: 0.75-Rt.661 / 2.15-Rt.657 (Lat: 37.634069, Lng: -78.903267), Route carried "on" structure: County highway 654, Year Built: 1969, Year Reconstructed: 2004, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 132 (year 2017), Average Future Daily Traffic: 193 (year 2040), Design Load: HS 20+Mod, Features Intersected: Tye River, Facility Carried by Structure: Falling Rock Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than 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: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12542, Location: 0.75-Rt.661 / 2.15-Rt.657 (Lat: 37.634069, Lng: -78.903267), Route carried "on" structure: County highway 654, Year Built: 1969, Year Reconstructed: 2004, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 132 (year 2017), Average Future Daily Traffic: 193 (year 2040), Design Load: HS 20+Mod, Features Intersected: Tye River, Facility Carried by Structure: Falling Rock Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than 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: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12543, Location: 0.50-Rt.655 / 3.91-Rt.661 (Lat: 37.640336, Lng: -78.876239), Route carried "on" structure: County highway 654, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 110 (year 2017), Average Future Daily Traffic: 142 (year 2040), Features Intersected: Rucker's Run, Facility Carried by Structure: Cedar Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 12543, Location: 0.50-Rt.655 / 3.91-Rt.661 (Lat: 37.640336, Lng: -78.876239), Route carried "on" structure: County highway 654, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 110 (year 2017), Average Future Daily Traffic: 142 (year 2040), Features Intersected: Rucker's Run, Facility Carried by Structure: Cedar Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 12547, Location: 0.35-Rt.732/0.65-Rt.722 (Lat: 37.672025, Lng: -78.844686), Route carried "on" structure: County highway 655, Year Built: 1971, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 220 (year 2020), Average Future Daily Traffic: 308 (year 2040), Features Intersected: Ruckers Run, Facility Carried by Structure: Variety Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12547, Location: 0.35-Rt.732/0.65-Rt.722 (Lat: 37.672025, Lng: -78.844686), Route carried "on" structure: County highway 655, Year Built: 1971, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 220 (year 2020), Average Future Daily Traffic: 308 (year 2040), Features Intersected: Ruckers Run, Facility Carried by Structure: Variety Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12553, Location: 0.23-Rt.626/0.12-Rt.825 (Lat: 37.644644, Lng: -78.815047), Route carried "on" structure: County highway 655, Year Built: 1932, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 173 (year 2020), Average Future Daily Traffic: 235 (year 2040), Features Intersected: Joe Creek, Facility Carried by Structure: Variety Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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: April 2021
Structure Number: 12553, Location: 0.23-Rt.626/0.12-Rt.825 (Lat: 37.644644, Lng: -78.815047), Route carried "on" structure: County highway 655, Year Built: 1932, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 173 (year 2020), Average Future Daily Traffic: 235 (year 2040), Features Intersected: Joe Creek, Facility Carried by Structure: Variety Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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: April 2021
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Structure Number: 12555, Location: 0.43-Rt 721/0.10-Rt 658 (Lat: 37.609500, Lng: -78.922025), Route carried "on" structure: County highway 657, Year Built: 1970, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 409 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 554 (year 2040), Features Intersected: Buffalo River, Facility Carried by Structure: Tye River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.524, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,995,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12555, Location: 0.43-Rt 721/0.10-Rt 658 (Lat: 37.609500, Lng: -78.922025), Route carried "on" structure: County highway 657, Year Built: 1970, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 409 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 554 (year 2040), Features Intersected: Buffalo River, Facility Carried by Structure: Tye River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.524, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,995,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12558, Location: 2.56-Rt.661 / 1.44-Rt.739 (Lat: 37.653981, Lng: -78.926475), Route carried "on" structure: County highway 662, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 71 (year 2020), Average Future Daily Traffic: 99 (year 2040), Design Load: HS 20, Features Intersected: Jones Creek, Facility Carried by Structure: Powells Island Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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: 12558, Location: 2.56-Rt.661 / 1.44-Rt.739 (Lat: 37.653981, Lng: -78.926475), Route carried "on" structure: County highway 662, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 71 (year 2020), Average Future Daily Traffic: 99 (year 2040), Design Load: HS 20, Features Intersected: Jones Creek, Facility Carried by Structure: Powells Island Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present 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
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Structure Number: 12562, Location: 1.25-Rt.29 / 0.75-Rt.757 (Lat: 37.685875, Lng: -78.964342), Route carried "on" structure: County highway 665, Year Built: 1970, Status: Posted for load, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 104 (year 2020), Average Future Daily Traffic: 114 (year 2040), Features Intersected: Tye River, Facility Carried by Structure: Old Rose Mill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.0m (42.7ft), 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: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: March 2017, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,676,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12562, Location: 1.25-Rt.29 / 0.75-Rt.757 (Lat: 37.685875, Lng: -78.964342), Route carried "on" structure: County highway 665, Year Built: 1970, Status: Posted for load, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 104 (year 2020), Average Future Daily Traffic: 114 (year 2040), Features Intersected: Tye River, Facility Carried by Structure: Old Rose Mill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.0m (42.7ft), 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: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: March 2017, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,676,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12605, Location: 0.80-Rt.735 / 0.05-Rt.662 (Lat: 37.650219, Lng: -78.946339), Route carried "on" structure: County highway 739, Year Built: 1960, Year Reconstructed: 2010, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 404 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 567 (year 2040), Design Load: HS 15, Features Intersected: Tye River, Facility Carried by Structure: Tye River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.94m (32.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2017, Bridge Improvement Cost: $1,734,000, Roadway Improvement Cost: $173,000, Total Project Cost: $2,601,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12605, Location: 0.80-Rt.735 / 0.05-Rt.662 (Lat: 37.650219, Lng: -78.946339), Route carried "on" structure: County highway 739, Year Built: 1960, Year Reconstructed: 2010, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 404 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 567 (year 2040), Design Load: HS 15, Features Intersected: Tye River, Facility Carried by Structure: Tye River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.94m (32.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2017, Bridge Improvement Cost: $1,734,000, Roadway Improvement Cost: $173,000, Total Project Cost: $2,601,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28353, Location: 0.08-Rt.661/0.0-Rt.655 (Lat: 37.683056, Lng: -78.901325), Route carried "on" structure: County highway 655, Year Built: 2007, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 790 (year 2020), Average Future Daily Traffic: 901 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Variety Mills Ext.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28353, Location: 0.08-Rt.661/0.0-Rt.655 (Lat: 37.683056, Lng: -78.901325), Route carried "on" structure: County highway 655, Year Built: 2007, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 790 (year 2020), Average Future Daily Traffic: 901 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Variety Mills Ext.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2891, Location: 0.0 Amherst/0.0 Nelson CL (Lat: 37.655950, Lng: -78.960231), Route carried "on" structure: US 29, Year Built: 2011, Status: Open, Structure Length: 19.67m (64.53ft), Average Daily Traffic: 11,985 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 16,779 (year 2040), Design Load: HL 93, Features Intersected: Tye River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 2891, Location: 0.0 Amherst/0.0 Nelson CL (Lat: 37.655950, Lng: -78.960231), Route carried "on" structure: US 29, Year Built: 2011, Status: Open, Structure Length: 19.67m (64.53ft), Average Daily Traffic: 11,985 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 16,779 (year 2040), Design Load: HL 93, Features Intersected: Tye River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing