Bridge Statistics for Castlewood, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 144ft / 44.0mTotal length
- $1,082,000Total costs
- 17,980Total average daily traffic
- 666Total average daily truck traffic
- 21,570Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Castlewood
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 41930-1939
- 11940-1949
- 11960-1969
- 41970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 52.9%Good
- 47.1%Satisfactory
- Bridge Condition - Superstructure
- 35.3%Good
- 58.8%Satisfactory
- 5.9%Fair
- Bridge Condition - Substructure
- 47.1%Good
- 47.1%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 41.2%Very good
- 17.6%Good
- 41.2%Satisfactory
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Structure Number: 5735, Location: 0.30 to 608 - 1.50 to 663 (Lat: 37.609483, Lng: -78.211689), Route carried "on" structure: County highway 615, Year Built: 1962, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 67 (year 2040), Design Load: H 15, Features Intersected: Reynolds Creek, Facility Carried by Structure: Game Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $23,000, Total Project Cost: $335,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5735, Location: 0.30 to 608 - 1.50 to 663 (Lat: 37.609483, Lng: -78.211689), Route carried "on" structure: County highway 615, Year Built: 1962, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 67 (year 2040), Design Load: H 15, Features Intersected: Reynolds Creek, Facility Carried by Structure: Game Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $23,000, Total Project Cost: $335,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1631, Location: 03.80 FR 613-0.19 TO 71 (Lat: 36.841378, Lng: -82.222564), Route carried "on" structure: Alternate US 58, Year Built: 1947, Year Reconstructed: 1992, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,814 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,941 (year 2040), Design Load: H 20, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 1631, Location: 03.80 FR 613-0.19 TO 71 (Lat: 36.841378, Lng: -82.222564), Route carried "on" structure: Alternate US 58, Year Built: 1947, Year Reconstructed: 1992, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,814 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,941 (year 2040), Design Load: H 20, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 16311, Location: 6.61M TO 19 & .19M TO 71 (Lat: 36.841247, Lng: -82.222789), Route carried "on" structure: Alternate US 58, Year Built: 1974, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,814 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,941 (year 2040), Design Load: HS 20+Mod, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $25,000, Total Project Cost: $630,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 16311, Location: 6.61M TO 19 & .19M TO 71 (Lat: 36.841247, Lng: -82.222789), Route carried "on" structure: Alternate US 58, Year Built: 1974, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,814 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,941 (year 2040), Design Load: HS 20+Mod, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $25,000, Total Project Cost: $630,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 16341, Location: 6.15MTO 19B 2.55MTO 58A (Lat: 36.864614, Lng: -82.192719), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.652, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16341, Location: 6.15MTO 19B 2.55MTO 58A (Lat: 36.864614, Lng: -82.192719), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.652, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16342, Location: 6.65MTO 19B & 2.04MTO 58A (Lat: 36.861100, Lng: -82.200500), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: H 15, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16342, Location: 6.65MTO 19B & 2.04MTO 58A (Lat: 36.861100, Lng: -82.200500), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: H 15, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16343, Location: 7.05MTO 19B & 1.69MTO 58A (Lat: 36.858483, Lng: -82.205706), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: H 15, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16343, Location: 7.05MTO 19B & 1.69MTO 58A (Lat: 36.858483, Lng: -82.205706), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: H 15, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16344, Location: 7.30MTO 19B & 1.40MTO 58A (Lat: 36.856772, Lng: -82.210208), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: HS 20+Mod, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16344, Location: 7.30MTO 19B & 1.40MTO 58A (Lat: 36.856772, Lng: -82.210208), Route carried "on" structure: State highway 71, Year Built: 1932, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,624 (year 2040), Design Load: HS 20+Mod, Features Intersected: COPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16389, Location: .10M TO 665& 1.40M TO 640 (Lat: 36.914350, Lng: -82.218281), Route carried "on" structure: County highway 614, Year Built: 1983, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 267 (year 2015), Average Future Daily Traffic: 373 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLINCH RIVER, Facility Carried by Structure: CARTERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16389, Location: .10M TO 665& 1.40M TO 640 (Lat: 36.914350, Lng: -82.218281), Route carried "on" structure: County highway 614, Year Built: 1983, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 267 (year 2015), Average Future Daily Traffic: 373 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLINCH RIVER, Facility Carried by Structure: CARTERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1639, Location: 0.60 FR. 640; 0.30 TO 752 (Lat: 36.894208, Lng: -82.199161), Route carried "on" structure: County highway 614, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 301 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 309 (year 2040), Design Load: HS 20, Features Intersected: MEADE BRANCH, Facility Carried by Structure: CARTERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: 88.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1639, Location: 0.60 FR. 640; 0.30 TO 752 (Lat: 36.894208, Lng: -82.199161), Route carried "on" structure: County highway 614, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 301 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 309 (year 2040), Design Load: HS 20, Features Intersected: MEADE BRANCH, Facility Carried by Structure: CARTERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: 88.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16397, Location: .60M TO 628 & .40M TO 750 (Lat: 36.893811, Lng: -82.279944), Route carried "on" structure: County highway 615, Year Built: 1980, Status: Open, Structure Length: 11.50m (37.73ft), Average Daily Traffic: 462 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS R.R; CLINCH RIVER, Facility Carried by Structure: RED OAK RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16397, Location: .60M TO 628 & .40M TO 750 (Lat: 36.893811, Lng: -82.279944), Route carried "on" structure: County highway 615, Year Built: 1980, Status: Open, Structure Length: 11.50m (37.73ft), Average Daily Traffic: 462 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS R.R; CLINCH RIVER, Facility Carried by Structure: RED OAK RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16445, Location: .15M TO 615 & 1.95M TO 58 (Lat: 36.889222, Lng: -82.281250), Route carried "on" structure: County highway 640, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 707 (year 2015), Average Future Daily Traffic: 795 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRING BRANCH, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.640, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16445, Location: .15M TO 615 & 1.95M TO 58 (Lat: 36.889222, Lng: -82.281250), Route carried "on" structure: County highway 640, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 707 (year 2015), Average Future Daily Traffic: 795 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRING BRANCH, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.640, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16499, Location: .40M TO 58A & 0.20M EOSM (Lat: 36.836653, Lng: -82.225219), Route carried "on" structure: County highway 678, Year Built: 1971, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 14 (year 2014), Average Future Daily Traffic: 21 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: DICKENSONVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.135, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $20,000, Total Project Cost: $117,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16499, Location: .40M TO 58A & 0.20M EOSM (Lat: 36.836653, Lng: -82.225219), Route carried "on" structure: County highway 678, Year Built: 1971, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 14 (year 2014), Average Future Daily Traffic: 21 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: DICKENSONVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.135, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $20,000, Total Project Cost: $117,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16507, Location: 0.55MTO 693 & 0.65MTO 65 (Lat: 36.858197, Lng: -82.316683), Route carried "on" structure: County highway 682, Year Built: 1970, Year Reconstructed: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 360 (year 2015), Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20+Mod, Features Intersected: CASTLE RUN CREEK, Facility Carried by Structure: CASTLE RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.592, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16507, Location: 0.55MTO 693 & 0.65MTO 65 (Lat: 36.858197, Lng: -82.316683), Route carried "on" structure: County highway 682, Year Built: 1970, Year Reconstructed: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 360 (year 2015), Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20+Mod, Features Intersected: CASTLE RUN CREEK, Facility Carried by Structure: CASTLE RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.592, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1654, Location: .20 MTO 655 & .00M TO 614 (Lat: 36.911922, Lng: -82.218272), Route carried "on" structure: County highway 855, Year Built: 1915, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 123 (year 2015), Average Future Daily Traffic: 138 (year 2040), Design Load: HS 20+Mod, Features Intersected: MEADE BRANCH, Facility Carried by Structure: CARTERTON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), 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: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1654, Location: .20 MTO 655 & .00M TO 614 (Lat: 36.911922, Lng: -82.218272), Route carried "on" structure: County highway 855, Year Built: 1915, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 123 (year 2015), Average Future Daily Traffic: 138 (year 2040), Design Load: HS 20+Mod, Features Intersected: MEADE BRANCH, Facility Carried by Structure: CARTERTON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), 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: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23499, Location: .36M TO 695 & .10M TO 640 (Lat: 36.884536, Lng: -82.277714), Route carried "on" structure: County highway 615, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 462 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 508 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: RED OAK RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
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: 88.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23499, Location: .36M TO 695 & .10M TO 640 (Lat: 36.884536, Lng: -82.277714), Route carried "on" structure: County highway 615, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 462 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 508 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: RED OAK RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
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: 88.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23602, Location: .80M TO 58A & .87M TO 671 (Lat: 36.833728, Lng: -82.229261), Route carried "on" structure: County highway 678, Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 14 (year 2014), Average Future Daily Traffic: 21 (year 2041), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: DICKENSONVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.582, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23602, Location: .80M TO 58A & .87M TO 671 (Lat: 36.833728, Lng: -82.229261), Route carried "on" structure: County highway 678, Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 14 (year 2014), Average Future Daily Traffic: 21 (year 2041), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: DICKENSONVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.582, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28968, Location: .15M TO 606 & .05M TO 606 (Lat: 36.809119, Lng: -82.304969), Route carried "on" structure: County highway 604, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 42 (year 2015), Average Future Daily Traffic: 47 (year 2040), Design Load: HL 93, Features Intersected: MOLLS BRANCH, Facility Carried by Structure: MOLLS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28968, Location: .15M TO 606 & .05M TO 606 (Lat: 36.809119, Lng: -82.304969), Route carried "on" structure: County highway 604, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 42 (year 2015), Average Future Daily Traffic: 47 (year 2040), Design Load: HL 93, Features Intersected: MOLLS BRANCH, Facility Carried by Structure: MOLLS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous