Bridge Statistics for Collinsville, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 279ft / 85.4mTotal length
- $53,451,000Total costs
- 148,298Total average daily traffic
- 12,901Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Collinsville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 21960-1969
- 131970-1979
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 6.3%Very good
- 31.3%Good
- 62.5%Satisfactory
- Bridge Condition - Superstructure
- 6.3%Very good
- 37.5%Good
- 50.0%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 12.5%Good
- 56.3%Satisfactory
- 31.3%Fair
- Bridge Condition - Channel
- 26.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 13.3%Fair
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Structure Number: 10019, Location: 0.39 MARTV; 0.02 RT 667 (Lat: 36.688961, Lng: -79.907636), Route carried "on" structure: State highway 57, Year Built: 1922, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 2,708 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,979 (year 2040), Design Load: H 15, Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.43m (11.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,542,000, Roadway Improvement Cost: $890,000, Total Project Cost: $8,515,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10019, Location: 0.39 MARTV; 0.02 RT 667 (Lat: 36.688961, Lng: -79.907636), Route carried "on" structure: State highway 57, Year Built: 1922, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 2,708 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,979 (year 2040), Design Load: H 15, Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.43m (11.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,542,000, Roadway Improvement Cost: $890,000, Total Project Cost: $8,515,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10055, Location: 0.38NCL Mart; 1.34-Rte108 (Lat: 36.718256, Lng: -79.881436), Route carried "on" structure: State highway 174, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,307 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,230 (year 2040), Design Load: HS 20+Mod, Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,551,000 ( Estimate for 2020)
Structure Number: 10055, Location: 0.38NCL Mart; 1.34-Rte108 (Lat: 36.718256, Lng: -79.881436), Route carried "on" structure: State highway 174, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,307 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,230 (year 2040), Design Load: HS 20+Mod, Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,551,000 ( Estimate for 2020)
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Structure Number: 10056, Location: 1.38NCL Mart; 0.34-Rte108 (Lat: 36.731978, Lng: -79.883017), Route carried "on" structure: State highway 174, Year Built: 1990, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 12,307 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,230 (year 2040), Design Load: HS 20+Mod, Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.682, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,864,000, Roadway Improvement Cost: $1,352,000, Total Project Cost: $12,945,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10056, Location: 1.38NCL Mart; 0.34-Rte108 (Lat: 36.731978, Lng: -79.883017), Route carried "on" structure: State highway 174, Year Built: 1990, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 12,307 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,230 (year 2040), Design Load: HS 20+Mod, Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.682, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,864,000, Roadway Improvement Cost: $1,352,000, Total Project Cost: $12,945,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10059, Location: 5.85 Frk Co; 7.78 Rt 58 (Lat: 36.738861, Lng: -79.936489), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: 57 & 220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.306, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10059, Location: 5.85 Frk Co; 7.78 Rt 58 (Lat: 36.738861, Lng: -79.936489), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: 57 & 220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.306, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 10061, Location: 5.85-FRK CO; 7.78-RT.58 (Lat: 36.738811, Lng: -79.936781), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 57 & 220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.306, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10061, Location: 5.85-FRK CO; 7.78-RT.58 (Lat: 36.738811, Lng: -79.936781), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 57 & 220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.306, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 10063, Location: 0.05 Rt. 670; 0.22 Rt 993 (Lat: 36.738819, Lng: -79.928892), Route carried "on" structure: Business US 220, Year Built: 1940, Status: Temporarily open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,282 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,595 (year 2040), Design Load: HS 20+Mod, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,093,000, Roadway Improvement Cost: $928,000, Total Project Cost: $9,897,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10063, Location: 0.05 Rt. 670; 0.22 Rt 993 (Lat: 36.738819, Lng: -79.928892), Route carried "on" structure: Business US 220, Year Built: 1940, Status: Temporarily open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,282 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,595 (year 2040), Design Load: HS 20+Mod, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,093,000, Roadway Improvement Cost: $928,000, Total Project Cost: $9,897,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1007, Location: 0.43 Rt 220BP;3.93 Mrtnvl (Lat: 36.738775, Lng: -79.928994), Route carried "on" structure: Business US 220, Year Built: 1957, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 8,282 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,595 (year 2040), Design Load: HS 20, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.987, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,021,000, Roadway Improvement Cost: $906,000, Total Project Cost: $9,668,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1007, Location: 0.43 Rt 220BP;3.93 Mrtnvl (Lat: 36.738775, Lng: -79.928994), Route carried "on" structure: Business US 220, Year Built: 1957, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 8,282 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,595 (year 2040), Design Load: HS 20, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.987, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,021,000, Roadway Improvement Cost: $906,000, Total Project Cost: $9,668,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10071, Location: 0.69-RT57&220; 1.03-RT57A (Lat: 36.729019, Lng: -79.937789), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10071, Location: 0.69-RT57&220; 1.03-RT57A (Lat: 36.729019, Lng: -79.937789), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 10072, Location: 0.69-57& 220; 7.09 -58 (Lat: 36.729131, Lng: -79.937528), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10072, Location: 0.69-57& 220; 7.09 -58 (Lat: 36.729131, Lng: -79.937528), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,767 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,293 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 10073, Location: 0.93 Rt 57&220; 6.58 Rt58 (Lat: 36.725200, Lng: -79.938600), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rt 57 EBL & Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.779, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10073, Location: 0.93 Rt 57&220; 6.58 Rt58 (Lat: 36.725200, Lng: -79.938600), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rt 57 EBL & Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.779, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10075, Location: 0.93 Rt 57&220;6.85 Rt 58 (Lat: 36.725167, Lng: -79.938328), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: 57 EBL & REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.781, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10075, Location: 0.93 Rt 57&220;6.85 Rt 58 (Lat: 36.725167, Lng: -79.938328), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: 57 EBL & REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.781, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10077, Location: 1.19-RT 57:220;6.58-RT 58 (Lat: 36.722094, Lng: -79.941378), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH RIVER & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10077, Location: 1.19-RT 57:220;6.58-RT 58 (Lat: 36.722094, Lng: -79.941378), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH RIVER & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10078, Location: 1.19 RT 57 & 220; 6.58 58 (Lat: 36.722014, Lng: -79.941136), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH RIVER & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10078, Location: 1.19 RT 57 & 220; 6.58 58 (Lat: 36.722014, Lng: -79.941136), Route carried "on" structure: Bypass US 220, Year Built: 1976, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 5,759 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 8,063 (year 2040), Design Load: HS 20+Mod, Features Intersected: SMITH RIVER & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10103, Location: 0.35 Rt 670; 1.00 Rt 669 (Lat: 36.754550, Lng: -79.913497), Route carried "on" structure: County highway 609, Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 331 (year 2019), Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20+Mod, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,540,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10103, Location: 0.35 Rt 670; 1.00 Rt 669 (Lat: 36.754550, Lng: -79.913497), Route carried "on" structure: County highway 609, Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 331 (year 2019), Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20+Mod, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,540,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 10174, Location: 0.30-Rte371; 0.20-Rte108 (Lat: 36.742817, Lng: -79.880811), Route carried "on" structure: County highway 714, Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 788 (year 2018), Average Future Daily Traffic: 997 (year 2040), Design Load: HL 93, Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,751,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10174, Location: 0.30-Rte371; 0.20-Rte108 (Lat: 36.742817, Lng: -79.880811), Route carried "on" structure: County highway 714, Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 788 (year 2018), Average Future Daily Traffic: 997 (year 2040), Design Load: HL 93, Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,751,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10177, Location: 0.07-Rte609; 0.00-Rte848 (Lat: 36.714222, Lng: -79.914564), Route carried "on" structure: County highway 728, Year Built: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,170 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,532 (year 2040), Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, 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: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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 replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,053,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10177, Location: 0.07-Rte609; 0.00-Rte848 (Lat: 36.714222, Lng: -79.914564), Route carried "on" structure: County highway 728, Year Built: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,170 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,532 (year 2040), Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, 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: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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 replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,053,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26002, Location: 0.05-Rte670; 0.95-Rte220B (Lat: 36.729525, Lng: -79.937053), Route carried "on" structure: County highway 993, Year Built: 1999, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 219 (year 2018), Average Future Daily Traffic: 243 (year 2040), Design Load: HS 20+Mod, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,416,000, Roadway Improvement Cost: $354,000, Total Project Cost: $4,531,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26002, Location: 0.05-Rte670; 0.95-Rte220B (Lat: 36.729525, Lng: -79.937053), Route carried "on" structure: County highway 993, Year Built: 1999, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 219 (year 2018), Average Future Daily Traffic: 243 (year 2040), Design Load: HS 20+Mod, Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,416,000, Roadway Improvement Cost: $354,000, Total Project Cost: $4,531,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10032, Location: 4.00 Rt 57; At Rt 220 BP (Lat: 36.720986, Lng: -79.949989), Route carried "under" structure: Bypass US 220, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 15%, Features Intersected: Rte. 220 Bypass, Facility Carried by Structure: River Road 57A
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.581, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 10032, Location: 4.00 Rt 57; At Rt 220 BP (Lat: 36.720986, Lng: -79.949989), Route carried "under" structure: Bypass US 220, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 15%, Features Intersected: Rte. 220 Bypass, Facility Carried by Structure: River Road 57A
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.581, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 10059, Location: 5.85 Frk Co; 7.78 Rt 58 (Lat: 36.738861, Lng: -79.936489), Route carried "under" structure: US 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 2%, Features Intersected: 57 & 220 BUS
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 68.608, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 10059, Location: 5.85 Frk Co; 7.78 Rt 58 (Lat: 36.738861, Lng: -79.936489), Route carried "under" structure: US 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 2%, Features Intersected: 57 & 220 BUS
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 68.608, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
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Structure Number: 10061, Location: 5.85-FRK CO; 7.78-RT.58 (Lat: 36.738811, Lng: -79.936781), Route carried "under" structure: US 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2014), Truck Traffic: 4%, Features Intersected: RTES 57 & 220 BUS
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 68.608, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 10061, Location: 5.85-FRK CO; 7.78-RT.58 (Lat: 36.738811, Lng: -79.936781), Route carried "under" structure: US 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2014), Truck Traffic: 4%, Features Intersected: RTES 57 & 220 BUS
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 68.608, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
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Structure Number: 10073, Location: 0.93 Rt 57&220; 6.58 Rt58 (Lat: 36.725200, Lng: -79.938600), Route carried "under" structure: Ramp State highway 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,900 (year 2014), Truck Traffic: 1%, Features Intersected: Rt 57 EBL & Reed Creek, Facility Carried by Structure: 220 SBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 10073, Location: 0.93 Rt 57&220; 6.58 Rt58 (Lat: 36.725200, Lng: -79.938600), Route carried "under" structure: Ramp State highway 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,900 (year 2014), Truck Traffic: 1%, Features Intersected: Rt 57 EBL & Reed Creek, Facility Carried by Structure: 220 SBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 10075, Location: 0.93 Rt 57&220;6.85 Rt 58 (Lat: 36.725167, Lng: -79.938328), Route carried "under" structure: Ramp State highway 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,900 (year 2014), Features Intersected: 57 EBL & REED CREEK, Facility Carried by Structure: 220 NBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 10075, Location: 0.93 Rt 57&220;6.85 Rt 58 (Lat: 36.725167, Lng: -79.938328), Route carried "under" structure: Ramp State highway 57, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,900 (year 2014), Features Intersected: 57 EBL & REED CREEK, Facility Carried by Structure: 220 NBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)