Bridge Statistics for St. Paul, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 328ft / 99.9mTotal length
- $474,000Total costs
- 57,037Total average daily traffic
- 3,482Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Paul
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 11960-1969
- 41970-1979
- 71980-1989
- 31990-1999
- 62000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 52.4%Good
- 42.9%Satisfactory
- 4.8%Fair
- Bridge Condition - Superstructure
- 52.4%Good
- 33.3%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 52.4%Good
- 33.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 31.3%Very good
- 6.3%Good
- 25.0%Satisfactory
- 31.3%Fair
- 6.3%Poor
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Structure Number: 16323, Location: .05MRUSSELLCO&.05MWISECO (Lat: 36.902261, Lng: -82.310008), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 4,551 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,373 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLINCH RIVER & RTE T-640
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.451, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16323, Location: .05MRUSSELLCO&.05MWISECO (Lat: 36.902261, Lng: -82.310008), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 4,551 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,373 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLINCH RIVER & RTE T-640
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.451, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16325, Location: 6.23MTODICKCO&2.6MTOWISCO (Lat: 36.933247, Lng: -82.282156), Route carried "on" structure: State highway 63, Year Built: 1943, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,669 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,836 (year 2040), Design Load: H 20, Features Intersected: HAMLIN CREEK, Facility Carried by Structure: DANTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $20,000, Total Project Cost: $270,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16325, Location: 6.23MTODICKCO&2.6MTOWISCO (Lat: 36.933247, Lng: -82.282156), Route carried "on" structure: State highway 63, Year Built: 1943, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,669 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,836 (year 2040), Design Load: H 20, Features Intersected: HAMLIN CREEK, Facility Carried by Structure: DANTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $20,000, Total Project Cost: $270,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16326, Location: 1.05M TO 762;4.03M TO 615 (Lat: 36.928944, Lng: -82.280306), Route carried "on" structure: State highway 63, Year Built: 1985, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 1,669 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,836 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK CREEK & CSX R.R., Facility Carried by Structure: DANTE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16326, Location: 1.05M TO 762;4.03M TO 615 (Lat: 36.928944, Lng: -82.280306), Route carried "on" structure: State highway 63, Year Built: 1985, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 1,669 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,836 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK CREEK & CSX R.R., Facility Carried by Structure: DANTE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16327, Location: .01MTO628&.16MTOWISECOLN. (Lat: 36.915511, Lng: -82.299553), Route carried "on" structure: State highway 63, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,824 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,004 (year 2040), Design Load: H 15, Features Intersected: HONEY BRANCH @ ST PAUL, Facility Carried by Structure: DANTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $20,000, Total Project Cost: $204,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16327, Location: .01MTO628&.16MTOWISECOLN. (Lat: 36.915511, Lng: -82.299553), Route carried "on" structure: State highway 63, Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,824 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,004 (year 2040), Design Load: H 15, Features Intersected: HONEY BRANCH @ ST PAUL, Facility Carried by Structure: DANTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $20,000, Total Project Cost: $204,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16396, Location: .35M TO 732 & .10M TO 63 (Lat: 36.927294, Lng: -82.278014), Route carried "on" structure: County highway 615, Year Built: 1930, Year Reconstructed: 2012, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 121 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 133 (year 2040), Design Load: HL 93, Features Intersected: LICK BRANCH, Facility Carried by Structure: RED OAK RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 1, 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: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16396, Location: .35M TO 732 & .10M TO 63 (Lat: 36.927294, Lng: -82.278014), Route carried "on" structure: County highway 615, Year Built: 1930, Year Reconstructed: 2012, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 121 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 133 (year 2040), Design Load: HL 93, Features Intersected: LICK BRANCH, Facility Carried by Structure: RED OAK RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 1, 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: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16526, Location: .15M TO 63 & .20M TO 807 (Lat: 36.915761, Lng: -82.296153), Route carried "on" structure: County highway 739, Year Built: 1962, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 294 (year 2015), Average Future Daily Traffic: 430 (year 2040), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: MOREFIELD BOTTMDR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, 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: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16526, Location: .15M TO 63 & .20M TO 807 (Lat: 36.915761, Lng: -82.296153), Route carried "on" structure: County highway 739, Year Built: 1962, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 294 (year 2015), Average Future Daily Traffic: 430 (year 2040), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: MOREFIELD BOTTMDR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, 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: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19295, Location: 2.11MWCLSTPL&8.02MECLCOEB (Lat: 36.917150, Lng: -82.352697), Route carried "on" structure: Alternate US 58, Year Built: 1976, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 6,367 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,004 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY, Facility Carried by Structure: BULL RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.415, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19295, Location: 2.11MWCLSTPL&8.02MECLCOEB (Lat: 36.917150, Lng: -82.352697), Route carried "on" structure: Alternate US 58, Year Built: 1976, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 6,367 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,004 (year 2040), Design Load: HS 20, Features Intersected: NS RAILWAY, Facility Carried by Structure: BULL RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.415, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19298, Location: 3.80FRWCLSP &5.55TOECLCOB (Lat: 36.910253, Lng: -82.375064), Route carried "on" structure: Alternate US 58, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,113 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,724 (year 2040), Design Load: HS 20, Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.192, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 19298, Location: 3.80FRWCLSP &5.55TOECLCOB (Lat: 36.910253, Lng: -82.375064), Route carried "on" structure: Alternate US 58, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,113 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,724 (year 2040), Design Load: HS 20, Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.192, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 19303, Location: 1.49MWCLSTPAL&8.46MECLCOE (Lat: 36.914719, Lng: -82.342361), Route carried "on" structure: Alternate US 58, Year Built: 1974, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19303, Location: 1.49MWCLSTPAL&8.46MECLCOE (Lat: 36.914719, Lng: -82.342361), Route carried "on" structure: Alternate US 58, Year Built: 1974, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19304, Location: 1.41MWCLSTPAL&8.72MECLCOE (Lat: 36.913775, Lng: -82.341461), Route carried "on" structure: Alternate US 58, Year Built: 1974, Year Reconstructed: 2015, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD RAILROAD BED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.005, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19304, Location: 1.41MWCLSTPAL&8.72MECLCOE (Lat: 36.913775, Lng: -82.341461), Route carried "on" structure: Alternate US 58, Year Built: 1974, Year Reconstructed: 2015, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD RAILROAD BED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.005, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19313, Location: .34MTORUSSELLCO&.15MTO63 (Lat: 36.903156, Lng: -82.315808), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,711 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.826, 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: 22.4m (73.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 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, Underclear: Superior to present desirable 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: 19313, Location: .34MTORUSSELLCO&.15MTO63 (Lat: 36.903156, Lng: -82.315808), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,711 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.826, 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: 22.4m (73.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 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, Underclear: Superior to present desirable 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: 19408, Location: .3MTORUSSCO&5.0MTODICSNCO (Lat: 36.920250, Lng: -82.305478), Route carried "on" structure: County highway 628, Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 367 (year 2020), Average Future Daily Traffic: 514 (year 2040), Design Load: HS 20+Mod, Features Intersected: HONEY BRANCH, Facility Carried by Structure: HONEY BRANCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19408, Location: .3MTORUSSCO&5.0MTODICSNCO (Lat: 36.920250, Lng: -82.305478), Route carried "on" structure: County highway 628, Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 367 (year 2020), Average Future Daily Traffic: 514 (year 2040), Design Load: HS 20+Mod, Features Intersected: HONEY BRANCH, Facility Carried by Structure: HONEY BRANCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19438, Location: .15M TO 58A&.45M TO 658 (Lat: 36.903169, Lng: -82.374586), Route carried "on" structure: County highway 657, Year Built: 1938, Year Reconstructed: 1982, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 437 (year 2016), Average Future Daily Traffic: 489 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19438, Location: .15M TO 58A&.45M TO 658 (Lat: 36.903169, Lng: -82.374586), Route carried "on" structure: County highway 657, Year Built: 1938, Year Reconstructed: 1982, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 437 (year 2016), Average Future Daily Traffic: 489 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19497, Location: .08M TOT1206&.33MTOT1213 (Lat: 36.906322, Lng: -82.312439), Route carried "on" structure: County highway 1202, Year Built: 1985, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,485 (year 2016), Average Future Daily Traffic: 1,663 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 63, Facility Carried by Structure: 3rd AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 2, 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: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 19497, Location: .08M TOT1206&.33MTOT1213 (Lat: 36.906322, Lng: -82.312439), Route carried "on" structure: County highway 1202, Year Built: 1985, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,485 (year 2016), Average Future Daily Traffic: 1,663 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 63, Facility Carried by Structure: 3rd AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 2, 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: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 25087, Location: .34MRUSSELLC & .15M TO 63 (Lat: 36.903092, Lng: -82.315886), Route carried "on" structure: Alternate US 58, Year Built: 1997, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,711 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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, Underclear: Superior to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25087, Location: .34MRUSSELLC & .15M TO 63 (Lat: 36.903092, Lng: -82.315886), Route carried "on" structure: Alternate US 58, Year Built: 1997, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,711 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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, Underclear: Superior to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25321, Location: .05MTORUSSCO&.05MTOWISECO (Lat: 36.902336, Lng: -82.309869), Route carried "on" structure: Alternate US 58, Year Built: 1998, Year Reconstructed: 2013, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 4,551 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,373 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLINCH RIVER & RTE. 640
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.451, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25321, Location: .05MTORUSSCO&.05MTOWISECO (Lat: 36.902336, Lng: -82.309869), Route carried "on" structure: Alternate US 58, Year Built: 1998, Year Reconstructed: 2013, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 4,551 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,373 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLINCH RIVER & RTE. 640
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.451, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26593, Location: 0.50FR658;1.03TO DEAD END (Lat: 36.891369, Lng: -82.376839), Route carried "on" structure: County highway 657, Year Built: 2001, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 437 (year 2016), Average Future Daily Traffic: 489 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26593, Location: 0.50FR658;1.03TO DEAD END (Lat: 36.891369, Lng: -82.376839), Route carried "on" structure: County highway 657, Year Built: 2001, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 437 (year 2016), Average Future Daily Traffic: 489 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26594, Location: 1.21T0 END MNT; .32TO 658 (Lat: 36.893119, Lng: -82.376408), Route carried "on" structure: County highway 657, Year Built: 2001, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 437 (year 2016), Average Future Daily Traffic: 489 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26594, Location: 1.21T0 END MNT; .32TO 658 (Lat: 36.893119, Lng: -82.376408), Route carried "on" structure: County highway 657, Year Built: 2001, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 437 (year 2016), Average Future Daily Traffic: 489 (year 2040), Design Load: HS 20+Mod, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27158, Location: 1.58MTO615&.01MTOWISCOLN (Lat: 36.907994, Lng: -82.299619), Route carried "on" structure: County highway 628, Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 415 (year 2020), Average Future Daily Traffic: 456 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27158, Location: 1.58MTO615&.01MTOWISCOLN (Lat: 36.907994, Lng: -82.299619), Route carried "on" structure: County highway 628, Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 415 (year 2020), Average Future Daily Traffic: 456 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27872, Location: 1.45M ST.PAUL 7.9M COEBOR (Lat: 36.914428, Lng: -82.342406), Route carried "on" structure: Alternate US 58, Year Built: 2008, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27872, Location: 1.45M ST.PAUL 7.9M COEBOR (Lat: 36.914428, Lng: -82.342406), Route carried "on" structure: Alternate US 58, Year Built: 2008, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27873, Location: 1.41M ST.PAUL;8.72M COEBU (Lat: 36.913564, Lng: -82.341592), Route carried "on" structure: Alternate US 58, Year Built: 2008, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: ABANDONED N&S RW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27873, Location: 1.41M ST.PAUL;8.72M COEBU (Lat: 36.913564, Lng: -82.341592), Route carried "on" structure: Alternate US 58, Year Built: 2008, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,183 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: ABANDONED N&S RW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29163, Location: .4MFRRT.58&1.4MTOENDRTE (Lat: 36.916461, Lng: -82.340022), Route carried "on" structure: State highway 655, Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 535 (year 2016), Average Future Daily Traffic: 663 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK, Facility Carried by Structure: RUSSELL CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 48.8m (160.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29163, Location: .4MFRRT.58&1.4MTOENDRTE (Lat: 36.916461, Lng: -82.340022), Route carried "on" structure: State highway 655, Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 535 (year 2016), Average Future Daily Traffic: 663 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUSSELL CREEK, Facility Carried by Structure: RUSSELL CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 48.8m (160.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16323, Location: .05MRUSSELLCO&.05MWISECO (Lat: 36.902261, Lng: -82.310008), Route carried "under" structure: County highway T640, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 310 (year 2019), Features Intersected: CLINCH RIVER & RTE T-640, Facility Carried by Structure: ROUTE 58A EBL
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 16323, Location: .05MRUSSELLCO&.05MWISECO (Lat: 36.902261, Lng: -82.310008), Route carried "under" structure: County highway T640, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 310 (year 2019), Features Intersected: CLINCH RIVER & RTE T-640, Facility Carried by Structure: ROUTE 58A EBL
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 19497, Location: .08M TOT1206&.33MTOT1213 (Lat: 36.906322, Lng: -82.312439), Route carried "under" structure: State highway 63, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 9%, Features Intersected: ROUTE 63, Facility Carried by Structure: 3rd AVENUE
Minimum Vertical Clearance: 13.21m (43.34ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 19497, Location: .08M TOT1206&.33MTOT1213 (Lat: 36.906322, Lng: -82.312439), Route carried "under" structure: State highway 63, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 9%, Features Intersected: ROUTE 63, Facility Carried by Structure: 3rd AVENUE
Minimum Vertical Clearance: 13.21m (43.34ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 25321, Location: .05MTORUSSCO&.05MTOWISECO (Lat: 36.902336, Lng: -82.309869), Route carried "under" structure: County highway 640, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 301 (year 1996), Features Intersected: CLINCH RIVER & RTE. 640, Facility Carried by Structure: U.S. ALT. 58 WBL
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 25321, Location: .05MTORUSSCO&.05MTOWISECO (Lat: 36.902336, Lng: -82.309869), Route carried "under" structure: County highway 640, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 301 (year 1996), Features Intersected: CLINCH RIVER & RTE. 640, Facility Carried by Structure: U.S. ALT. 58 WBL
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)