Bridge Statistics for Henry Fork, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 92ft / 27.8mTotal length
- $19,169,000Total costs
- 77,417Total average daily traffic
- 8,497Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Henry Fork
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21950-1959
- 51960-1969
- 22010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 16.7%Good
- 50.0%Satisfactory
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Structure Number: 7776, Location: 0.90 RT 755; 0.10 RT 1085 (Lat: 36.930136, Lng: -79.872906), Route carried "on" structure: US 220, Year Built: 1929, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,211 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,095 (year 2040), Design Load: H 15, Features Intersected: N Fork Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.877, 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: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 34.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $241,000, Total Project Cost: $2,309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7776, Location: 0.90 RT 755; 0.10 RT 1085 (Lat: 36.930136, Lng: -79.872906), Route carried "on" structure: US 220, Year Built: 1929, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,211 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,095 (year 2040), Design Load: H 15, Features Intersected: N Fork Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.877, 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: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 34.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $241,000, Total Project Cost: $2,309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7777, Location: 0.02 RT 756; 0.89 RT 724 (Lat: 36.904103, Lng: -79.866792), Route carried "on" structure: US 220, Year Built: 1929, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 7,211 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,095 (year 2040), Design Load: H 15, Features Intersected: SFork Little Chestnut Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous
Structure Number: 7777, Location: 0.02 RT 756; 0.89 RT 724 (Lat: 36.904103, Lng: -79.866792), Route carried "on" structure: US 220, Year Built: 1929, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 7,211 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,095 (year 2040), Design Load: H 15, Features Intersected: SFork Little Chestnut Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous
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Structure Number: 7786, Location: 1.69 RKYMT; 0.06 220 BP (Lat: 36.962939, Lng: -79.873694), Route carried "on" structure: Business US 220, Year Built: 1960, Status: Open, Structure Length: 7.91m (25.95ft), Average Daily Traffic: 2,447 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,426 (year 2040), Design Load: HS 20+Mod, Features Intersected: 220 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.643, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.4 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: Meets minimum limits, 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: Deck Protection: Other Coated Reinforcing
Structure Number: 7786, Location: 1.69 RKYMT; 0.06 220 BP (Lat: 36.962939, Lng: -79.873694), Route carried "on" structure: Business US 220, Year Built: 1960, Status: Open, Structure Length: 7.91m (25.95ft), Average Daily Traffic: 2,447 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,426 (year 2040), Design Load: HS 20+Mod, Features Intersected: 220 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.643, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.4 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: Meets minimum limits, 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: Deck Protection: Other Coated Reinforcing
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Structure Number: 7889, Location: 0.10 Rt 1021; 0.06 Rt 220 (Lat: 36.965881, Lng: -79.873256), Route carried "on" structure: County highway 674, Year Built: 1961, Year Reconstructed: 2000, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,924 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 220 BP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 74.4 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,371,000, Roadway Improvement Cost: $843,000, Total Project Cost: $10,787,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7889, Location: 0.10 Rt 1021; 0.06 Rt 220 (Lat: 36.965881, Lng: -79.873256), Route carried "on" structure: County highway 674, Year Built: 1961, Year Reconstructed: 2000, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,924 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,410 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 220 BP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 74.4 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,371,000, Roadway Improvement Cost: $843,000, Total Project Cost: $10,787,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7962, Location: 0.40 RT 619; 0.98 RT 929 (Lat: 36.925800, Lng: -79.901300), Route carried "on" structure: County highway 756, Year Built: 1969, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 312 (year 2017), Average Future Daily Traffic: 348 (year 2040), Design Load: HL 93, Features Intersected: N F Little Chestnut Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,275,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7962, Location: 0.40 RT 619; 0.98 RT 929 (Lat: 36.925800, Lng: -79.901300), Route carried "on" structure: County highway 756, Year Built: 1969, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 312 (year 2017), Average Future Daily Traffic: 348 (year 2040), Design Load: HL 93, Features Intersected: N F Little Chestnut Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,275,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7995, Location: 0.02 RT 724; 1.25 RT 220 (Lat: 36.904239, Lng: -79.849550), Route carried "on" structure: County highway 827, Year Built: 1932, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 171 (year 2014), Average Future Daily Traffic: 260 (year 2040), Features Intersected: SFof Little Chestnut Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber
Structure Number: 7995, Location: 0.02 RT 724; 1.25 RT 220 (Lat: 36.904239, Lng: -79.849550), Route carried "on" structure: County highway 827, Year Built: 1932, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 171 (year 2014), Average Future Daily Traffic: 260 (year 2040), Features Intersected: SFof Little Chestnut Crk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber
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Structure Number: 8028, Location: 1.30 Rt 674; 0.00 Rt 1007 (Lat: 36.983131, Lng: -79.871308), Route carried "on" structure: County highway 1019, Year Built: 1959, Year Reconstructed: 2013, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 609 (year 2017), Average Future Daily Traffic: 767 (year 2040), Design Load: HL 93, Features Intersected: 220 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $369,000, Total Project Cost: $4,798,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8028, Location: 1.30 Rt 674; 0.00 Rt 1007 (Lat: 36.983131, Lng: -79.871308), Route carried "on" structure: County highway 1019, Year Built: 1959, Year Reconstructed: 2013, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 609 (year 2017), Average Future Daily Traffic: 767 (year 2040), Design Load: HL 93, Features Intersected: 220 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $369,000, Total Project Cost: $4,798,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29919, Location: 0.0 RT 674; 0.60 RT 721 (Lat: 36.969872, Lng: -79.821800), Route carried "on" structure: County highway 707, Year Built: 2015, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 262 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 315 (year 2040), Design Load: HL 93, Features Intersected: DOE RUN
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 29919, Location: 0.0 RT 674; 0.60 RT 721 (Lat: 36.969872, Lng: -79.821800), Route carried "on" structure: County highway 707, Year Built: 2015, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 262 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 315 (year 2040), Design Load: HL 93, Features Intersected: DOE RUN
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 30182, Location: 1.38-RT 40; 1.76-RT 220 (Lat: 36.984111, Lng: -79.886947), Route carried "on" structure: Business Other road 220, Year Built: 2013, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,894 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,383 (year 2040), Design Load: HL 93, Features Intersected: PIGG RIVER
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 5.744, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 30182, Location: 1.38-RT 40; 1.76-RT 220 (Lat: 36.984111, Lng: -79.886947), Route carried "on" structure: Business Other road 220, Year Built: 2013, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,894 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,383 (year 2040), Design Load: HL 93, Features Intersected: PIGG RIVER
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 5.744, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 7786, Location: 1.69 RKYMT; 0.06 220 BP (Lat: 36.962939, Lng: -79.873694), Route carried "under" structure: Bypass US 220, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 16,688 (year 2008), Truck Traffic: 12%, Features Intersected: 220 Bypass
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 59.034, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 7786, Location: 1.69 RKYMT; 0.06 220 BP (Lat: 36.962939, Lng: -79.873694), Route carried "under" structure: Bypass US 220, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 16,688 (year 2008), Truck Traffic: 12%, Features Intersected: 220 Bypass
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 59.034, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
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Structure Number: 7889, Location: 0.10 Rt 1021; 0.06 Rt 220 (Lat: 36.965881, Lng: -79.873256), Route carried "under" structure: Bypass US 220, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 16,688 (year 2008), Truck Traffic: 12%, Features Intersected: RTE 220 BP, Facility Carried by Structure: DOE RUN ROAD 674
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 59.308, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 7889, Location: 0.10 Rt 1021; 0.06 Rt 220 (Lat: 36.965881, Lng: -79.873256), Route carried "under" structure: Bypass US 220, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 16,688 (year 2008), Truck Traffic: 12%, Features Intersected: RTE 220 BP, Facility Carried by Structure: DOE RUN ROAD 674
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 59.308, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 8028, Location: 1.30 Rt 674; 0.00 Rt 1007 (Lat: 36.983131, Lng: -79.871308), Route carried "under" structure: Bypass US 220, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2013), Truck Traffic: 13%, Features Intersected: 220 Bypass, Facility Carried by Structure: Tripple Crk Rd1019
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 61.239, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 8028, Location: 1.30 Rt 674; 0.00 Rt 1007 (Lat: 36.983131, Lng: -79.871308), Route carried "under" structure: Bypass US 220, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2013), Truck Traffic: 13%, Features Intersected: 220 Bypass, Facility Carried by Structure: Tripple Crk Rd1019
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 61.239, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)