Bridge Statistics for Lafayette, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 102ft / 30.8mTotal length
- $17,725,000Total costs
- 53,843Total average daily traffic
- 11,306Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lafayette
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 61970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 16.7%Very good
- 33.3%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 16.7%Good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Satisfactory
- 66.7%Fair
- Bridge Condition - Channel
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 12227, Location: 0.10-Roanok C; 2.00-Rt629 (Lat: 37.286303, Lng: -80.240456), Route carried "on" structure: County highway 622, Year Built: 1971, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 262 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 367 (year 2040), Design Load: HS 20+Mod, Features Intersected: Bradshaw Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $53,000, Total Project Cost: $1,044,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12227, Location: 0.10-Roanok C; 2.00-Rt629 (Lat: 37.286303, Lng: -80.240456), Route carried "on" structure: County highway 622, Year Built: 1971, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 262 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 367 (year 2040), Design Load: HS 20+Mod, Features Intersected: Bradshaw Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $53,000, Total Project Cost: $1,044,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12363, Location: 0.00-Roa Co; 0.0-Mont Co (Lat: 37.233842, Lng: -80.191706), Route carried "on" structure: County highway 813, Year Built: 1924, Status: Posted for load, Structure Length: 9.64m (31.63ft), Average Daily Traffic: 153 (year 2018), Average Future Daily Traffic: 170 (year 2040), Features Intersected: Roanoke River @ Kumis
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $4,751,000, Roadway Improvement Cost: $1,188,000, Total Project Cost: $15,442,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12363, Location: 0.00-Roa Co; 0.0-Mont Co (Lat: 37.233842, Lng: -80.191706), Route carried "on" structure: County highway 813, Year Built: 1924, Status: Posted for load, Structure Length: 9.64m (31.63ft), Average Daily Traffic: 153 (year 2018), Average Future Daily Traffic: 170 (year 2040), Features Intersected: Roanoke River @ Kumis
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $4,751,000, Roadway Improvement Cost: $1,188,000, Total Project Cost: $15,442,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 14849, Location: 5.30-Rt112; 1.64-Montg Co (Lat: 37.251369, Lng: -80.174014), Route carried "on" structure: US 11, Year Built: 1932, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,029 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,832 (year 2040), Features Intersected: Seasonal stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.256, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,226,000 ( Estimate for 2017)
Structure Number: 14849, Location: 5.30-Rt112; 1.64-Montg Co (Lat: 37.251369, Lng: -80.174014), Route carried "on" structure: US 11, Year Built: 1932, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,029 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,832 (year 2040), Features Intersected: Seasonal stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.256, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,226,000 ( Estimate for 2017)
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Structure Number: 1492, Location: 1.82-MONT CO; 5.01-RT 112 (Lat: 37.255992, Lng: -80.176092), Route carried "on" structure: Interstate 81, Year Built: 1970, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 21,913 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,678 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 647_DOW HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.016, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1492, Location: 1.82-MONT CO; 5.01-RT 112 (Lat: 37.255992, Lng: -80.176092), Route carried "on" structure: Interstate 81, Year Built: 1970, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 21,913 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 30,678 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 647_DOW HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.016, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14922, Location: 1.82 MONT CO; 5.01 RT 112 (Lat: 37.256161, Lng: -80.176297), Route carried "on" structure: Interstate 81, Year Built: 1970, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 21,883 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 30,636 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 647_DOW HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.723, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14922, Location: 1.82 MONT CO; 5.01 RT 112 (Lat: 37.256161, Lng: -80.176297), Route carried "on" structure: Interstate 81, Year Built: 1970, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 21,883 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 30,636 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 647_DOW HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.723, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 15044, Location: 0.02 Rt 11; 0.55 Rt 649 (Lat: 37.246003, Lng: -80.175425), Route carried "on" structure: County highway 639, Year Built: 1971, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 515 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 566 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), 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: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 15044, Location: 0.02 Rt 11; 0.55 Rt 649 (Lat: 37.246003, Lng: -80.175425), Route carried "on" structure: County highway 639, Year Built: 1971, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 515 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 566 (year 2040), Design Load: HS 20+Mod, Features Intersected: Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), 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: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 15054, Location: 0.75-Rt639; 1.35-end main (Lat: 37.235533, Lng: -80.166394), Route carried "on" structure: County highway 649, Year Built: 1981, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 293 (year 2018), Average Future Daily Traffic: 313 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dry Hollow Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.162, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $13,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 15054, Location: 0.75-Rt639; 1.35-end main (Lat: 37.235533, Lng: -80.166394), Route carried "on" structure: County highway 649, Year Built: 1981, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 293 (year 2018), Average Future Daily Traffic: 313 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dry Hollow Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.162, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $13,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 24472, Location: 0.56-Rte821; 0.00-Rte649 (Lat: 37.245983, Lng: -80.165233), Route carried "on" structure: County highway 639, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 515 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 566 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dry Hollow Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.924, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 24472, Location: 0.56-Rte821; 0.00-Rte649 (Lat: 37.245983, Lng: -80.165233), Route carried "on" structure: County highway 639, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 515 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 566 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dry Hollow Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.924, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 1492, Location: 1.82-MONT CO; 5.01-RT 112 (Lat: 37.255992, Lng: -80.176092), Route carried "under" structure: County highway 647, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 140 (year 2018), Features Intersected: RTE 647_DOW HOLLOW RD., Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.451, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)
Structure Number: 1492, Location: 1.82-MONT CO; 5.01-RT 112 (Lat: 37.255992, Lng: -80.176092), Route carried "under" structure: County highway 647, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 140 (year 2018), Features Intersected: RTE 647_DOW HOLLOW RD., Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.451, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)
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Structure Number: 14922, Location: 1.82 MONT CO; 5.01 RT 112 (Lat: 37.256161, Lng: -80.176297), Route carried "under" structure: County highway 647, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 140 (year 2018), Features Intersected: RTE 647_DOW HOLLOW RD., Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.451, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)
Structure Number: 14922, Location: 1.82 MONT CO; 5.01 RT 112 (Lat: 37.256161, Lng: -80.176297), Route carried "under" structure: County highway 647, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 140 (year 2018), Features Intersected: RTE 647_DOW HOLLOW RD., Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.451, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)